| Preface |
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xi | |
| Organization |
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xiii | |
| Sponsors |
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xv | |
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Urban development: Decisions making processes in the planning of sub-structure construction |
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3 | (10) |
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Geotechnical optimization in underground construction |
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13 | (8) |
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The influence of tunnelling and deep excavation on piled foundations |
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21 | (10) |
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E-Defense shaking test on large model of underground shaft and tunnels |
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31 | (12) |
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Design, analysis, and construction of tunnels and underground space in soft ground |
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Tunnel design underneath the operating runway of Incheon airport |
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43 | (6) |
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Evaluation of movements and structural forces resulting from bored tunnelling in sand |
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49 | (6) |
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A new approach for seismic active thrusts in deep excavations |
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55 | (6) |
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Physical modelling and PIV analyses of an underground tunnel heading |
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61 | (6) |
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Effect of repeated shear deformation on twin tunneling -- model test and finite element analysis |
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67 | (6) |
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Reinforcing mechanism of anchor type retaining wall -- model test and numerical analysis |
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73 | (6) |
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Three-dimensional arching effect on vertical circular shafts |
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79 | (8) |
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South Toulon tube: 3D numerical back-analysis on in situ measurements |
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87 | (4) |
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Evaluation of piping stability under dynamic conditions |
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91 | (6) |
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Analysis of the displacement caused by construction conditions at a rear side of sheet pile structures on soft ground |
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97 | (8) |
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Excavation and tunnelling in difficult ground conditions |
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Deflection behavior of the steel pipe-jacking in soft soil seabed |
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105 | (6) |
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Use of special jet grouting technologies for tunnel's crown and core advance consolidation -- technical aspects and case studies |
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111 | (6) |
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Geotechnical control for artificial ground freezing works in tunnel projects in Hong Kong |
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117 | (6) |
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Evaluation of tunnel jacking induced ground surface heave |
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123 | (6) |
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Use of 3D finite element method for back study of a failed basement excavation in soft clay |
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129 | (4) |
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Effect of wall batter angel on soil nail walls performance |
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133 | (4) |
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Temporary support of excavation walls-case study |
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137 | (4) |
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Effect of swelling of subgrade soil on the flexible pavement |
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141 | (6) |
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Ground settlement trough due to DOT shield tunneling |
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147 | (6) |
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Numerical simulation of artificial-freezing propagation for subsea-tunnel construction: Effect of refrigerant temperature and ground water |
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153 | (8) |
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Physical and numerical modelling of deep excavation and tunnel |
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Design of deep excavations in fine-grained soils accounting for changes in pore water pressures |
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161 | (6) |
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Study on characteristics of grease flow resistance by element test |
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167 | (6) |
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Numerical investigation of the effect of cross walls in reducing ground settlement induced by deep excavation |
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173 | (6) |
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3D numerical modelling of the impact of tunnelling in soft soil on buried pipelines |
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179 | (6) |
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Physical modeling of soil-structure interaction in the subsidence area |
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185 | (6) |
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Physical and numerical experimental study of stress-strain state of the structure lining of a shallow tunnel |
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191 | (6) |
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Tunnel modelling: Stress release and constitutive aspects |
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197 | (6) |
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Permanent increments of internal forces on a tunnel lining due to dynamic loadings |
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203 | (6) |
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Numerical modelling of ground improvement techniques considering tension softening |
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209 | (6) |
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Passive load estimation on single piles and pile groups from visco-plastic mud-flow |
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215 | (6) |
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3-Dimensional numerical modeling of SPB shield TBM tunneling-induced ground settlement considering volume loss processes |
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221 | (4) |
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Comparison of numerical and analytical methods of analysis of tunnels |
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225 | (10) |
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Interaction between underground construction and adjacent structures |
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Response of tunnels due to blast loading |
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235 | (4) |
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Advanced numerical modelling of multi-storey buildings response to tunnelling |
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239 | (6) |
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Numerical modelling of the interaction between a deep excavation and an ancient masonry wall |
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245 | (6) |
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Pile-tunnel interaction: A conceptual analysis |
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251 | (6) |
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Numerical analysis of a 36 M deep diaphragm wall -- parametric study |
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257 | (6) |
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Important aspects when modelling the interaction between surface structures and tunnelling in sand |
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263 | (6) |
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Stability evaluation on widening of parallel tunnels |
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269 | (6) |
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Micro-disturbance construction in closely overlapped shield tunneling based on automatic monitoring |
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275 | (6) |
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Twist deformation of buildings from ground movements due to skewed-tunnel excavation |
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281 | (6) |
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Stiffness reduction in soft Chicago clay during deep urban excavations |
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287 | (8) |
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Monitoring of underground construction |
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Stress-path and piezometric head field analysis of soil during earth pressure balanced shield tunneling |
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295 | (8) |
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Shield tunneling analysis and measures under elevated high-speed railway |
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303 | (6) |
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Application of close range photogrammetry to passive and active retaining wall model tests and numerical analysis |
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309 | (6) |
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In-situ monitoring of earth pressures upon large shield tunnel with small overburden |
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315 | (6) |
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Monitoring dataset of deformations related to deep excavations for North-South Line in Amsterdam |
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321 | (6) |
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A case study of a deep excavation on a soft lacustrine clay of Bogota, Colombia, with emphasis between predicted and measured deformations |
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327 | (6) |
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Probabilistic back-analysis of K0 and deformation properties of fine soils found in Line 2 of Santiago Metro, Chile |
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333 | (8) |
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Ground deformation measurement due to model tunnelling with tunnel roof reinforcement using close range photogrammetric technique |
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341 | (6) |
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Settlement analyses of underground circular tunneling in soft clay |
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347 | (6) |
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Monitoring of rock surface shape using laser scanner |
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353 | (4) |
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Monitoring the effects of tunnelling under an existing tunnel-fibre optics |
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357 | (6) |
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Enhancement of filterability of fiber drainage using vibrational energy from polyvinylidence fluoride (PVDF) Film |
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363 | (6) |
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Risk management and mitigation |
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Settlements of buildings and buried pipelines induced by adjacent deep excavation in Shanghai soft ground |
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369 | (6) |
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Rock fissure grouting in Singapore granite for building protection during station construction |
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375 | (6) |
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Process simulation as a tool for TBM jobsite logistics planning |
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381 | (6) |
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Some construction experiences of a motorway road tunnel collapse |
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387 | (6) |
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Relevant relations in order to better assess preconsolidation pressure values for the design of underground constructions in soft ground |
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393 | (4) |
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Field tests of long-range design conical foundations in Karaganda coal basin |
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397 | (4) |
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Bearing capacity and deformation of the base of deep foundations' ground bases |
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401 | (4) |
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A field case study on construction of underground passageway with non-open excavation method |
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405 | (6) |
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Macro earthquake hazard map for liquefaction potential using big data of site investigation |
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411 | (8) |
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Sustainable development of underground space and its application |
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Evaluation of the driving safety in a continuous tunnel by using the driving simulator |
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419 | (4) |
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Case study of deep excavation in existing underground structure of three-story basement and diaphragm wall |
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423 | (6) |
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Applying vacuum in one dimensional and isotropic test carried out in remolded material |
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429 | (6) |
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Impact of in situ stresses on underground cavern design |
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435 | (6) |
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Design features of transport tunnels in difficult physical-geographical conditions of Kyrgyzstan |
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441 | (4) |
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A preliminary study on the structural stability of room-and-pillar underground structures |
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445 | (4) |
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Earth pressures against the excavation wall in a jointed rock mass |
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449 | (4) |
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Shallow tunnel construction using a new tunneling technique: M-CAM |
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453 | (4) |
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Effect of soil-basement interaction on seismic responses of structures |
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457 | (10) |
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Climate change and environmental-friendly underground development |
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Outcomes of RRTT, a predictive exercise on the behavior of tunnels under seismic actions |
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467 | (6) |
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Groundwater drawdown induced ground settlement during tunneling -- sensitivity analysis on influencing factors |
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473 | (6) |
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Construction of underpassing a crowded junction with shallow soil depth (case study, Tehran) |
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479 | (6) |
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Seismic tunnel response in jointed rock mass |
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485 | (4) |
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A review: Microscopic approach on geosynthetic-soil interface |
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489 | (6) |
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Comparison of effects of complex initial stress state parameters on undisturbed loess dynamic properties |
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495 | (6) |
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Study on performance of energy textile installed in tunnel by CFD analysis and field tests |
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501 | (4) |
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Observations on groundwater leakage through cracks and segment joints in a concrete segmental tunnel lining |
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505 | (8) |
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Effect of polymer content on mechanical properties of thin spray-on liner |
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513 | (4) |
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Minimizing overbreak and underbreak using abrasive waterjet technology in underground excavation |
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517 | (6) |
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Mechanized tunnelling in soft ground |
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Soil pressures at the cutting wheel and the pressure bulkhead of an EPB-shield |
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523 | (8) |
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Keeping the face support in soft ground TBM tunnelling |
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531 | (8) |
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EPB tunnelling in mixed geological formations: A case study |
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539 | (6) |
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The behaviour of the cast in situ retaining walls of Seville Underground |
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545 | (6) |
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A numerical model for the tunnel boring machine interaction with soil |
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551 | (4) |
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TBM face stability, excess pore pressures in close proximity of piled bridge foundations controlled with 3D FEM |
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555 | (6) |
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Directional control of EPB shield in spiral curve |
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561 | (6) |
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Influence of intermediate principal stress on correction formula of bearing capacity of rock foundation |
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567 | (4) |
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Hanoi soft soils in salt -- affected media |
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571 | (6) |
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Mechanical behavior of ground due to EPB shield TBM tunnel excavation passing through fractured zone |
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577 | (4) |
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| Author index |
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581 | |
Daugiau apie elektronines knygas