| Preface |
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xxiii | |
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Landslides: Seeing the ground |
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3 | (22) |
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Limit equilibrium and finite element analysis - A perspective of recent advances |
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25 | (14) |
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Improving the interpretation of slope monitoring and early warning data through better understanding of complex deep-seated landslide failure mechanisms |
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39 | (14) |
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Effects of earthquakes on slopes |
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53 | (14) |
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Monitoring and modeling of slope response to climate changes |
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67 | (18) |
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Soil nailing and subsurface drainage for slope stabilization |
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85 | (44) |
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Loess in China and landslides in loess slopes |
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129 | (16) |
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Advances in landslide continuum dynamic modelling |
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145 | (14) |
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Deformation and failure mechanisms of loose and dense fill slopes with and without soil nails |
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159 | (20) |
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Capturing landslide dynamics and hydrologic triggers using near-real-time monitoring |
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179 | (14) |
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The effects of earthquake on landslides - A case study of Chi-Chi earthquake, 1999 |
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193 | (10) |
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The role of suction and its changes on stability of steep slopes in unsaturated granular soils |
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203 | (14) |
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Prediction of landslide movements caused by climate change: Modelling the behaviour of a mean elevation large slide in the Alps and assessing its uncertainties |
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217 | (14) |
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Geology, geotechnical properties and site characterization |
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Geotechnical appraisal of the Sonapur landslide area, Jainita hills, Meghalya, India |
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231 | (6) |
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The viscous component in slow moving landslides: A practical case |
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237 | (6) |
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The systematic landslide investigation programme in Hong Kong |
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243 | (6) |
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General digital camera-based experiments for large-scale landslide physical model measurement |
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249 | (8) |
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Shear strength of boundaries between soils and rocks in Korea |
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257 | (6) |
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263 | (4) |
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Some geomorphological techniques used in constraining the likelihood of landsliding - Selected Australian examples |
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267 | (8) |
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275 | (6) |
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Geotechnical study at Sirwani landslide site, India |
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281 | (4) |
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Inferences from morphological differences in deposits of similar large rockslides |
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285 | (8) |
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Movements of a large urban slope in the town of Santa Cruz do Sul (RGS), Brazil |
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293 | (6) |
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Geotechnical analysis of a complex slope movement in sedimentary successions of the southern Apennines (Molise, Italy) |
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299 | (8) |
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Application of surface wave and micro-tremor survey in landslide investigation in the Three Gorges reservoir area |
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307 | (6) |
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A case study for the landslide-induced catastrophic hazards in Taiwan Tuchang Tribute |
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313 | (6) |
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Pir3D, an easy to use three dimensional block fall simulator |
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319 | (4) |
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Characterization of the fracture pattern on cliff sites combining geophysical imaging and laser scanning |
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323 | (8) |
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In situ characterization of the geomechanical properties of an unstable fractured rock slope |
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331 | (8) |
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Properties of peat relating to instability of blanket bogs |
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339 | (8) |
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Stability problems in slopes of Arenos reservoir (Castellon, Spain) |
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347 | (8) |
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The 22 August, 2006, anomalous rock fall along the Gran Sasso NE wall (Central Apennines, Italy) |
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355 | (6) |
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New formulae to assess soil permeability through laboratory identification and flow coming out of vertical drains |
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361 | (4) |
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Structure-controlled earth flows in the Campania Apennines (Southern Italy) |
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365 | (8) |
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Geotechnical and mineralogical characterization of fine grained soils affected by soil slips |
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373 | (8) |
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Vulnerability of structures impacted by debris flow |
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381 | (8) |
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Engineering geological study on a large-scale toppling deformation at Xiaowan Hydropower Station |
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389 | (6) |
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Characterization of the Avignonet landslide (French Alps) with seismic techniques |
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395 | (8) |
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Deformation characteristics and treatment measures of spillway slope at a reservoir in China |
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403 | (6) |
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Sliding in weathered banded gneiss due to gullying in southern Brazil |
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409 | (6) |
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Experimental and three-dimensional numerical investigations of the impact of dry granular flow on a barrier |
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415 | (6) |
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Temporal survey of fluids by 2D electrical tomography: The ``Vence'' landslide observatory site (Alpes-Maritimes, SE France) |
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421 | (6) |
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Characteristics of landslides related to various rock types in Korea |
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427 | (8) |
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Two approaches to identifying the slip zones of loess landslides and related issues |
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435 | (8) |
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Testing study on the strength and deformation characteristics of soil in loess landslides |
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443 | (6) |
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Failure mechanism of slipping zone soil of the Qiangjiangping landslide in the Three Gorges reservoir area: A study based on Dead Load test |
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449 | (8) |
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Post-failure movements of a large slow rock slide in schist near Pos Selim, Malaysia |
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457 | (6) |
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Characteristics of rock failure in metamorphic rock areas, Korea |
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463 | (6) |
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Shape and size effects of gravel grains on the shear behavior of sandy soils |
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469 | (6) |
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Nonlinear failure envelope of a nonplastic compacted silty-sand |
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475 | (6) |
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An investigation of a structurally-controlled rock cut instability at a metro station shaft in Esfahan, Iran |
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481 | (6) |
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Yield acceleration of soil slopes with nonlinear strength envelope |
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487 | (4) |
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Evaluation of rockfall hazards along part of Karaj-Chaloos road, Iran |
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491 | (4) |
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Coupled effect of pluviometric regime and soil properties on hydraulic boundary conditions and on slope stability |
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495 | (6) |
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Mechanical characters of relaxing zone of slopes due to excavation |
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501 | (6) |
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Deformation characteristics and stability evaluation of Ganhaizi landslide in the Dadu River |
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507 | (6) |
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Landslide-prone towns in Daunia (Italy): PS interferometry-based investigation |
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513 | (6) |
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Basic types and active characteristics of loess landslide in China |
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519 | (6) |
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Investigation of a landslide using borehole shear test and ring shear test |
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525 | (6) |
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The importance of geological and geotechnical investigations of landslides occurred at dam reservoirs: Case studies from the Havuzlu and Demirkent landslides (Artvin Dam, Turkey) |
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531 | (4) |
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An innovative approach combining geological mapping and drilling process monitoring for quantitative assessment of natural terrain hazards |
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535 | (8) |
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Types of cutslope failures along Shiyan-Manchuanguan expressway through the Liangyun fracture, Hubei Province |
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543 | (10) |
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Advances in analytical methods, modeling and prediction of slope behavior |
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Probability limit equilibrium and distinct element modeling of jointed rock slope at northern abutment of Gotvand dam, Iran |
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553 | (8) |
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Rock block sliding analysis of a highway slope in Portugal |
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561 | (6) |
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Contribution to the safety evaluation of slopes using long term observation results |
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567 | (6) |
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Delimitation of safety zones by finite element analysis |
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573 | (6) |
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Laboratory and numerical modelling of the lateral spreading process involving the Orvieto hill (Italy) |
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579 | (6) |
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Albano Lake coastal rock slide (Roma, Italy): Geological constraints and numerical modelling |
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585 | (8) |
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Superposition principle for stability analysis of reinforced slopes and its FE validation |
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593 | (6) |
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Soil suction modelling in weathered gneiss affected by landsliding |
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599 | (8) |
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Modelling the transient groundwater regime for the displacements analysis of slow-moving active landslides |
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607 | (8) |
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Numerical modelling of the thermo-mechanical behaviour of soils in catastrophic landslides |
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615 | (8) |
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Some notes on the upper-bound and Sarma's methods with inclined slices for stability analysis |
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623 | (8) |
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Slope stability analysis using graphic acquisitions and spreadsheets |
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631 | (8) |
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Efficient evaluation of slope stability reliability subject to soil parameter uncertainties using importance sampling |
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639 | (8) |
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Prediction of the flow-like movements of Tessina landslide by SPH model |
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647 | (8) |
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Applications of the strength reduction finite element method to a gravity dam stability analysis |
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655 | (8) |
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Study on deformation parameter reduction technique for the strength reduction finite element method |
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663 | (8) |
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Stability and movement analyses of slopes using Generalized Limit Equilibrium Method |
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671 | (8) |
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Long-term deformation prediction of Tianhuangpin ``3.29'' landslide based on neural network with annealing simulation method |
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679 | (8) |
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New models linking piezometric levels and displacements in a landslide |
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687 | (6) |
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3D slope stability analysis of Rockfill dam in U-shape valley |
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693 | (4) |
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3-D finite element analysis of landslide prevention piles |
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697 | (8) |
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Integrated intelligent method for displacement predication of landslide |
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705 | (6) |
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A new approach to in situ characterization of rock slope discontinuities: the ``High-Pulse Poroelasticity Protocol'' (HPPP) |
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711 | (8) |
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Fuzzy prediction and analysis of landslides |
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719 | (6) |
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LPC methodology as a tool to create real time cartography of the gravitational hazard: Application in the municipality of Menton (Maritimes Alps, France) |
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725 | (6) |
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Back-analyses of a large-scale slope model failure caused by a sudden drawdown of water level |
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731 | (6) |
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Effect of Guangxi Longtan reservoir on the stability of landslide at Badu station of Nankun railway |
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737 | (4) |
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Application of SSRM in stability analysis of subgrade embankments over sloped weak ground with FLAC3D |
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741 | (6) |
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Strength parameters from back analysis of slips in two-layer slopes |
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747 | (8) |
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Development characteristics and mechanism of the Lianhua Temple landslide, Huaxian county, China |
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755 | (6) |
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Modeling landslide triggering in layered soils |
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761 | (8) |
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Numerical modeling of debris flow kinematics using discrete element method combined with GIS |
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769 | (8) |
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Three dimensional simulation of landslide motion and the determination of geotechnical parameters |
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777 | (6) |
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Stability analysis and stabilized works of dip bedded rock slopes |
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783 | (6) |
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A GIS-supported logistic regression model applied in regional slope stability evaluation |
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789 | (6) |
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The stability analysis for FaNai landslide in Lubuge hydropower station |
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795 | (8) |
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Numerical analysis of slope stability influenced by varying water conditions in the reservoir area of the Three Gorges, China |
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803 | (6) |
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A numerical study of interaction between rock bolt and rock mass |
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809 | (6) |
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Macroscopic effects of rock slopes before and after grouting of joint planes |
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815 | (6) |
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Two- and three-dimensional analysis of a fossil landslide with FLAC |
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821 | (6) |
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Application of the coupled thin-layer element in forecasting the behaviors of landslide with weak intercalated layers |
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827 | (8) |
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Numerical modelling of a rock avalanche laboratory experiment in the framework of the ``Rockslidetec'' alpine project |
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835 | (8) |
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Three-dimensional slope stability analysis by means of limit equilibrium method |
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843 | (8) |
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Embankment basal stability analysis using shear strength reduction finite element method |
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851 | (6) |
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Back analysis based on SOM-RST system |
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857 | (8) |
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Temporal prediction in landslides - Understanding the Saito effect |
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865 | (8) |
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3D landslide run out modelling using the Particle Flow Code PFC3D |
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873 | (8) |
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Double-row anti-sliding piles: Analysis based on a spatial framework structure |
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881 | (6) |
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Centrifuge modeling of rainfall-induced failure process of soil slope |
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887 | (6) |
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A GIS-based method for predicting the location, magnitude and occurrence time of landslides using a three-dimensional deterministic model |
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893 | (8) |
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Application of a rockfall hazard rating system in rock slope cuts along a mountain road of South Western Saudi Arabia |
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901 | (6) |
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Model tests of collapse of unsaturated slopes in rainfall |
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907 | (6) |
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Calibration of a rheological model for debris flow hazard mitigation in the Campania region |
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913 | (8) |
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Optical fiber sensing technology used in landslide monitoring |
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921 | (6) |
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Finite element analysis of flow failure of Tailings dam and embankments |
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927 | (6) |
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Landslide model test to investigate the spreading range of debris according to rainfall intensity |
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933 | (6) |
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Occurrence mechanism of rockslide at the time of the Chuetsu earthquake in 2004 - A dynamic response analysis by using a simple cyclic loading model |
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939 | (6) |
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Analysis for progressive failure of the Senise landslide based on Cosserat continuum model |
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945 | (6) |
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Large-scale deformation of the La Clapiere landslide and its numerical modelling (S.-E. de Tinee, France) |
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951 | (6) |
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A novel complex valued neuron model for landslide assessment |
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957 | (6) |
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Prediction of slope behavior for deforming railway embankments |
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963 | (8) |
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Finite element simulation for the collapse of a dip slope during 2004 Mid Niigata Prefecture earthquake in Japan |
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971 | (8) |
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Sensitivity of stability parameters for soil slopes: An analysis based on the shear strength reduction method |
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979 | (6) |
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Back analysis of unsaturated parameters and numerical seepage simulation of the Shuping landslide in Three Gorges reservoir area |
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985 | (6) |
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Slope failure criterion: A modification based on strength reduction technique |
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991 | (8) |
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Unsaturated seepage analysis for a reservoir landslide during impounding |
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999 | (6) |
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A simple compaction control method for slope construction |
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1005 | (6) |
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Numerical analysis of soil-arch effect of anti-slide piles |
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1011 | (6) |
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Determination of the critical slip surface based on stress distributions from FEM |
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1017 | (6) |
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Effect of drainage facilities using 3D seepage flow analysis reflecting hydro-geological structure with aspect cracks in a landslide - Example of analysis in OODAIRA Landslide area |
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1023 | (8) |
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Back analysis of soil parameters: A case study on monitored displacement of foundation pits |
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1031 | (4) |
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3D finite element analysis on progressive failure of slope due to rainfall |
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1035 | (8) |
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Block-group method for rock slope stability analysis |
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1043 | (8) |
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Quantitative study on the classification of unloading zones of high slope |
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1051 | (4) |
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Investigations on the accuracy of the simplified Bishop method |
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1055 | (4) |
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| Author index |
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1059 | (1060) |
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Landslide mechanism, monitoring and warning |
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GIS-based landslide susceptibility mapping in the Three Gorges area - Comparisons of mapping results obtained by two methods: Analytical hierarchy process and logistic regression |
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1067 | (4) |
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Importance of study of creep sliding mechanism to prevention and treatment of reservoir landslide |
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1071 | (6) |
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Stability prediction of landsides before and after impoundment for Lijiaxia hydropower station |
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1077 | (6) |
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The technical concept within the Integrative Landslide Early Warning System (ILEWS) |
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1083 | (6) |
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The Aknes rockslide: Monitoring, threshold values and early-warning |
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1089 | (6) |
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DInSAR techniques for monitoring slow-moving landslides |
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1095 | (8) |
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Multitemporal DInSAR data and damages to facilities as indicators for the activity of slow-moving landslides |
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1103 | (8) |
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The Serre La Voute Landslide (North-West Italy): Results from ten years of monitoring |
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1111 | (8) |
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Onset of rockslide by the peak-residual strength drop |
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1119 | (8) |
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Analysis of mechanism of the K31 landslide of Changzhi-Jineheng express highway |
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1127 | (6) |
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A plane-torsion rockslide with a locked flank: A case study |
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1133 | (10) |
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Monitoring of natural thermal strains using hollow cylinder strain cells: The case of a large rock slope prone to rockfalls |
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1143 | (8) |
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Landslide hazards mapping and permafrost slope InSAR monitoring, Mackenzie valley, Northwest Territories, Canada |
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1151 | (6) |
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Advanced monitoring criteria for precocious alerting of rainfall-induced flowslides |
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1157 | (8) |
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Investigation of slope failure mechanisms caused by discontinuous large scale geological structures at the Cadia Hill Open Pit |
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1165 | (8) |
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Two approaches for public landslide awareness in the United States - U.S. geological survey warning systems and a landslide film documentary |
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1173 | (4) |
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Formation and mechanical analysis of Tiantai landslide of Xuanhan county, Sichuan province |
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1177 | (6) |
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Development of wireless sensor node for landslide detection |
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1183 | (6) |
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Redox condition and landslide development |
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1189 | (6) |
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Prepa displacement mechanism and its treatment measures for Hancheng landslide |
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1195 | (10) |
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Investigation of the stability of colluvial landslide deposits |
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1205 | (6) |
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Choice of surveying methods for landslides monitoring |
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1211 | (6) |
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No. 1 landslide on the eastern approach road to ErLang Mountain tunnel: Inference factors and controlling measures |
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1217 | (8) |
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Estimation of landslide load on multi-tier pile constructions with the help of a combined method |
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1225 | (8) |
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The use of PSInSAR™ data in landslide detection and monitoring: The example of the Piemonte region (Northern Italy) |
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1233 | (8) |
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Fill slopes: Stability assessment based on monitoring during both heavy rainfall and earthquake motion |
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1241 | (6) |
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The mechanism of movement of mud flows in loess soils, successful and unsuccessful cases of forecast |
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1247 | (6) |
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Influence of fine soil particles on excess of basal pore-fluid pressure generation in granular mass flows |
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1253 | (6) |
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An early warning system to predict flowslides in pyroclastic deposits |
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1259 | (6) |
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Monitoring and modeling of slope movement on rock cliffs prior to failure |
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1265 | (8) |
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Active tectonic control of a large landslide: Results from Panagopoula landslide multi parametric analyses |
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1273 | (4) |
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A warning system using chemical sensors and telecommunication technologies to protect railroad operation from landslide disaster |
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1277 | (6) |
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Distributive monitoring of the slope engineering |
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1283 | (6) |
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Observational method in the design of high cutting slope around bridge |
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1289 | (8) |
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Ultrasonic monitoring of lab-scaled underwater landslides |
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1297 | (4) |
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Interaction between landslides and man-made works |
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1301 | (8) |
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Desiccation fissuring induced failure mechanisms for clay levees |
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1309 | (6) |
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Stability analysis by strength reduction finite element method and monitoring of unstable slope during reinforcement |
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1315 | (6) |
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Displacement monitoring on Shuping landslide in the Three Gorges Dam reservoir area, China from August 2004 to July 2007 |
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1321 | (8) |
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Deformation mechanism and prevention measure for strongly expansive soft-rock slope in the Yanji basin |
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1329 | (6) |
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Twenty years of safety monitoring for the landslide of Hancheng PowerStation |
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1335 | (8) |
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A time-spatial deterministic approach to assessment of rainfall-induced shallow landslide |
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1343 | (6) |
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Introduction of web-based remote-monitoring system and its application to landslide disaster prevention |
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1349 | (6) |
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Deformation mechanism for the front slope of the left bank deposits in Xiluodu hydro-electrical power station, China |
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1355 | (6) |
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Monitoring of soil nailed slopes and dams using innovative technologies |
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1361 | (6) |
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Application of multi-antenna GPS technique in the stability monitoring of roadside slopes |
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1367 | (8) |
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Effects of earthquakes on slopes |
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Influences of earthquake motion on slopes in a hilly area during the Mid-Niigata Prefecture Earthquake, 2004 |
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1375 | (6) |
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The 1783 Scilla rock-avalanche (Calabria, southern Italy) |
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1381 | (8) |
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Self-excitation process due to local seismic amplification and earthquake-induced reactivations of large landslides |
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1389 | (8) |
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Geological constraints to the urban shape evolution of Ariano Irpino (Avellino province, Italy) |
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1397 | (8) |
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Landslide zones and their relation with seismoactive fault systems in Azerbaijan, Iran |
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1405 | (4) |
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Ground movements caused by lateral spread during an earthquake |
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1409 | (6) |
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2-D analysis of slope stability of an infinite slope during earthquake |
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1415 | (6) |
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High-cutting slopes at Qingshuichuan electric power plant in the North of Shaanxi: Deformation and failure modes and treatment scheme |
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1421 | (6) |
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GIS-based real time prediction of Arias intensity and earthquake-induced landslide hazards in Alborz and Central Iran |
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1427 | (6) |
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Geomorphology of old earthquake-induced landslides in southeastern Sicily |
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1433 | (6) |
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Coseismic movement of an active landslide resulting from the Mid-Niigata Prefecture Earthquake, Japan |
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1439 | (8) |
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Characteristics of large rock avalanches triggered by the November 3, 2002 Denali Fault earthquake, Alaska, USA |
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1447 | (8) |
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FE analysis of performance of the Lower and Upper San Fernando Dams under the 1971 San Fernando earthquake |
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1455 | (8) |
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Reduction of the stability of pre-existing landslides during earthquake |
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1463 | (6) |
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Probabilistic hazard mapping of earthquake-induced landslides |
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1469 | (6) |
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Investigation on stability of landfill slopes in seismically active regions in Central Asia |
|
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1475 | (6) |
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Mechanism for loess seismic landslides in Northwest China |
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1481 | (8) |
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Climate, hydrology and landslides |
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Evaluation of the landslide potential in Chahr Chay dam reservoir slopes |
|
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1489 | (4) |
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Effect of well pumping on groundwater level and slope stability in the Taiwan Woo-Wan-Chai landslide area |
|
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1493 | (8) |
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Case study: Embankment failure of Cable-Ski Lake development in Cairns |
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1501 | (6) |
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Analysis method for slope stability under rainfall action |
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1507 | (10) |
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Hydrological modelling of the Vallcebre landslide |
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1517 | (8) |
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Landslides in stiff clay slopes along the Adriatic coast (Central Italy) |
|
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1525 | (8) |
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Research on the effect of atomized rain on underground water distribution in Dayantang landslide |
|
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1533 | (6) |
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Landslide hydrogeological susceptibility in the Crati valley (Italy) |
|
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1539 | (8) |
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Sustainable landslide stabilisation using deep wells installed with siphon drains and electro-pneumatic pumps |
|
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1547 | (6) |
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Biological and engineering impacts of climate on slopes - learning from full-scale |
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1553 | (6) |
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Some attributes of road-slope failure caused by typhoons |
|
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1559 | (6) |
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A small rock avalanche in toppled schist, Lake Wanaka, New Zealand |
|
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1565 | (6) |
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NRCS-based groundwater level analysis of sloping ground |
|
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1571 | (4) |
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A numerical case study on load developments along soil nails installed in cut slope subjected to high groundwater table |
|
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1575 | (6) |
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Landslides at active construction sites in Hong Kong |
|
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1581 | (6) |
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Landslide ``Granice'' in Zagreb (Croatia) |
|
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1587 | (8) |
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Improvement of subsurface drainage provisions for recompacted soil fill slopes in Hong Kong |
|
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1595 | (8) |
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Biotechnical slope stabilization and using Spyder Hoe to control steep slope failure |
|
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1603 | (6) |
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Rapid landslides threatening roads: Three case histories of risk mitigation in the Umbria region of Central Italy |
|
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1609 | (6) |
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Assessment of the slope stabilisation measures at the Cadas Pangeran road section, Sumedang, West Java |
|
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1615 | (6) |
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Analysis of control factors on landslides in the Taiwan area |
|
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1621 | (6) |
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Inclined free face riverbank collapse by river scouring |
|
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1627 | (6) |
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Drainage control and slope stability at an open pit mine: A GIS-based hydrological modeling |
|
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1633 | (6) |
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Assessment of regional rainfall-induced landslides using 3S-based hydro-geological model |
|
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1639 | (8) |
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Investigation of a landslide along a natural gas pipeline (Karacabey-Turkey) |
|
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1647 | (6) |
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Influence of extreme rainfall on the stability of spoil heaps |
|
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1653 | (6) |
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Behavior of expansive soil slope reinforced with geo-grids |
|
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1659 | (8) |
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Geotechnical properties for a rainstorm-triggered landslide in Kisawa village, Tokushima Prefecture, Japan |
|
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1667 | (8) |
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|
Yigong rock avalanche-flow landslide event, Tibet, China |
|
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1675 | (6) |
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Key issues of emergency measures and comprehensive remediation projects to control the Danba landslide, Sichuan province, China |
|
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1681 | (8) |
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Enhanced slope seepage resulting from localized torrential precipitation during a flood discharge event at the Nuozhadu hydroelectric station |
|
|
1689 | (8) |
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An issue in conventional approach for drainage design on slopes in mountainous regions |
|
|
1697 | (6) |
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|
Analysis of geo-hazards caused by climate changes |
|
|
1703 | (10) |
|
|
|
Slope stabilization and protection |
|
|
|
Back experience of deep drainage for landslide stabilization through lines of siphon drains and electro-pneumatics drains: A French railway slope stabilization example |
|
|
1713 | (8) |
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Experimental geo-synthetic-reinforced segmental wall as bridge abutment |
|
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1721 | (4) |
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|
Rock slope stability analysis for a slope in the vicinity of Take-off Yard of Karun-3 Dam |
|
|
1725 | (6) |
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|
Stabilization of a large paleo-landslide reactivated because of the works to install a new ski lift in Formigal skiing resort |
|
|
1731 | (6) |
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A case study on rainfall infiltration effect on the stability of two slopes |
|
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1737 | (8) |
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|
Consolidation mechanism of fully grouted anchor bolts |
|
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1745 | (6) |
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Stability analysis for cut slopes reinforced by an earth retention system by considering the reinforcement stages |
|
|
1751 | (6) |
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|
Landslide stabilization for residential development |
|
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1757 | (6) |
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Influence of load transfer on anchored slope stability |
|
|
1763 | (6) |
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Review of slope surface drainage with reference to landslide studies and current practice in Hong Kong |
|
|
1769 | (6) |
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Analysis of dynamic stability about prestressed anchor retaining structure |
|
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1775 | (6) |
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Safety analysis of high engineering slopes along the west approach road of ZheGu mountain tunnel |
|
|
1781 | (6) |
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Landslide stabilizing piles: A design based on the results of slope failure back analysis |
|
|
1787 | (8) |
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|
Landslides on the left abutment and engineering measures for Manwan hydropower project |
|
|
1795 | (4) |
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|
Factors resulting in the instability of a 57.5 m high cut slope |
|
|
1799 | (6) |
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Orthogonal analysis and applications on anchorage parameters of rock slopes |
|
|
1805 | (6) |
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|
Waste rock dump slope stability for a gold mine in California |
|
|
1811 | (6) |
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Properties of the high rock slope of Hongjiadu hydropower project and its engineering treatment measures |
|
|
1817 | (8) |
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Typical harbor bank slopes in the Three Gorges reservoir: Landslide and collapse and their stability control |
|
|
1825 | (6) |
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Weighting predisposing factors for shallow slides susceptibility assessment on the regional scale |
|
|
1831 | (8) |
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|
Analyses of mechanism of landslides in Tongchuan-Huangling highway |
|
|
1839 | (8) |
|
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|
Treatments of Loess-Bedrock landslides at Chuankou in Tongchuan-Huangling expressway |
|
|
1847 | (8) |
|
|
|
Types, characteristics and application conditions of anti-slide retaining structures |
|
|
1855 | (8) |
|
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|
|
The stabilization of the huge alluvial deposit on the left bank and the high rock slope on the right bank of the Xiao Wan Hydropower Project |
|
|
1863 | (10) |
|
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Risk assessment and management |
|
|
|
Malaysian National Slope Master Plan - Challenges to producing an effective plan |
|
|
1873 | (6) |
|
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|
|
Spatial landslide risk assessment in Guantanamo Province, Cuba |
|
|
1879 | (8) |
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|
Landslide risk management: Experiences in the metropolitan area of Recife - Pernambuco, Brazil |
|
|
1887 | (6) |
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|
Societal risk due to landslides in the Campania region (Southern Italy) |
|
|
1893 | (6) |
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|
Landslide risk in the San Francisco Bay region |
|
|
1899 | (6) |
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|
A first attempt to extend a subaerial landslide susceptibility analysis to submerged slopes: The case of the Albano Lake (Rome, Italy) |
|
|
1905 | (6) |
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|
Landslide susceptibility zonation of the Qazvin-Rasht-Anzali railway track, North Iran |
|
|
1911 | (8) |
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|
Assessment of landslide hazard of a cut-slope using linear regression analysis |
|
|
1919 | (6) |
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|
Global monitoring strategy applied to ground failure hazards |
|
|
1925 | (8) |
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|
Regional slope stability zonation based on the factor overlapping method |
|
|
1933 | (6) |
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|
Landslide hazard and risk assessment in the areas of dams and reservoirs of Serbia |
|
|
1939 | (4) |
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|
The evaluation of failure probability for rock slope based on fuzzy set theory and Monte Carlo simulation |
|
|
1943 | (8) |
|
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|
Macro-zoning of areas susceptible to flowslide in pyroclastic soils in the Campania region |
|
|
1951 | (8) |
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|
Zoning methods for landslide hazard degree |
|
|
1959 | (6) |
|
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|
A proposal for a reliability rating system for fluvial flood defence embankments in the United Kingdom |
|
|
1965 | (6) |
|
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|
Simplified risk analysis chart to prevent slope failure of highway embankment on soft Bangkok clays |
|
|
1971 | (8) |
|
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|
Determining landslide susceptibility along natural gas pipelines in Northwest Oregon, USA |
|
|
1979 | (6) |
|
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|
Landslide susceptibility assessment using fuzzy logic |
|
|
1985 | (6) |
|
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|
Prediction of the spatiotemporal distribution of landslides: Integrated landslide susceptibility zoning techniques and real-time satellite rainfall |
|
|
1991 | (4) |
|
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|
|
Entropy based typical landslide hazard degree assessment in Three Gorges |
|
|
1995 | (6) |
|
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|
The optimal hydraulic cross-section design of the ``Trapezoid-V'' shaped drainage canal of debris flow |
|
|
2001 | (4) |
|
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|
|
Practice of establishing China's Geo-Hazard Survey Information System |
|
|
2005 | (6) |
|
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|
|
A XML-supported database for landslides and engineered slopes related to China's water resources development |
|
|
2011 | (8) |
|
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|
|
Landslide and engineered slopes in China |
|
|
|
Failure and treatment technique of a canal in expansive soil in South to North Water Diversion project |
|
|
2019 | (8) |
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High slope engineering for Three Gorges ship locks |
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2027 | (10) |
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Large-scale landslides in China: Case studies |
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2037 | (18) |
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Early warning for Geo-Hazards based on the weather condition in China |
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2055 | (6) |
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Slope engineering in railway and highway construction in China |
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2061 | (14) |
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Mining slope engineering in China |
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2075 | (14) |
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Structure and failure patterns of engineered slopes at the Three Gorges reservoir |
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2089 | (12) |
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Slope engineering in hydropower projects in China |
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2101 | (10) |
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A thunder at the beginning of the 21st century - The giant Yigong Landslide |
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2111 | (8) |
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| Author index |
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2119 | |
Daugiau apie elektronines knygas