Atnaujinkite slapukų nuostatas

Smith's Elements of Soil Mechanics 10th edition [Minkštas viršelis]

4.70/5 (10 ratings by Goodreads)
(Head of the School of Engineering and the Built Environment at Edinburgh Napier University)
  • Formatas: Paperback / softback, 704 pages, aukštis x plotis x storis: 235x187x15 mm, weight: 680 g
  • Išleidimo metai: 23-Sep-2021
  • Leidėjas: Wiley-Blackwell
  • ISBN-10: 1119750393
  • ISBN-13: 9781119750390
Kitos knygos pagal šią temą:
  • Formatas: Paperback / softback, 704 pages, aukštis x plotis x storis: 235x187x15 mm, weight: 680 g
  • Išleidimo metai: 23-Sep-2021
  • Leidėjas: Wiley-Blackwell
  • ISBN-10: 1119750393
  • ISBN-13: 9781119750390
Kitos knygos pagal šią temą:
"Building on the success of the earlier editions, the 10th edition maintains content on all soil mechanics subject areas and a detailed explanation of how to use Eurocode 7 for geotechnical design. Updated throughout with additional material and more worked examples to illustrate to the reader the processes for performing design to this European standard. The new edition continues to provide undergraduate and postgraduate students the guidance they need in easy-to-understand format on how to use Parts 1 & 2 of Eurocode 7 and both UK National Annexes while also expands on geotechnical modelling as well as shear strength of soils and field testing"--

The revised 10th edition of the core textbook on soil mechanics   

The revised and updated edition of Smith's Elements of Soil Mechanics continues to offer a core undergraduate textbook on soil mechanics. The author, a noted expert in geotechnical engineering, reviews all aspects of soil mechanics and provides a detailed explanation of how to use both the current and the next versions of Eurocode 7 for geotechnical design. Comprehensive in scope, the book includes accessible explanations, helpful illustrations, and worked examples and covers a wide range of topics including slope stability, retaining walls and shallow and deep foundations. 

The text is updated throughout to include additional material and more worked examples that clearly illustrate the processes for performing testing and design to the new European standards. In addition, the book’s accessible format provides the information needed to understand how to use the first and second generations of Eurocode 7 for geotechnical design. The second generation of this key design code has seen a major revision and the author explains the new methodology well, and has provided many worked examples to illustrate the design procedures. The new edition also contains a new chapter on constitutive modeling in geomechanics and updated information on the strength of soils, highway design and laboratory and field testing. This important text:  

  • Includes updated content throughout with a new chapter on constitutive modeling  
  • Provides explanation on geotechnical design to the new version of Eurocode 7 
  • Presents enhanced information on laboratory and field testing and the new approach to pavement foundation design 
  • Provides learning outcomes, real-life examples, and self-learning exercises within each chapter  
  • Offers a companion website with downloadable video tutorials, animations, spreadsheets and additional teaching materials  

Written for students of civil engineering and geotechnical engineering, Smith's Elements of Soil Mechanics, Tenth Edition covers the fundamental changes in the ethos of geotechnical design advocated in the Eurocode 7.  

Preface xi
About the Author xiii
Notation Index xv
About the Companion Website xxi
Part I Fundamentals of Soil Mechanics 1(200)
1 Classification and Physical Properties of Soils
3(38)
Learning objectives
3(1)
1.1 Agricultural and engineering soil
3(2)
1.2 The rock cycle
5(2)
1.3 Clay soils
7(2)
1.4 Field identification of soil
9(1)
1.5 Soil classification laboratory testing
10(12)
1.6 Soil classification and description
22(5)
1.7 Soil properties
27(10)
Exercises
37(4)
2 Permeability and Flow of Water in Soils
41(46)
Learning objectives
41(1)
2.1 Subsurface water
41(2)
2.2 Flow of water through soils
43(2)
2.3 Darcy's law of saturated flow
45(1)
2.4 Coefficient of permeability, k
45(1)
2.5 Determination of permeability in the laboratory
45(4)
2.6 Determination of permeability in the field
49(3)
2.7 Approximation of coefficient of permeability
52(1)
2.8 General differential equation of flow
53(1)
2.9 Potential and stream functions
54(1)
2.10 Flow nets
55(5)
2.11 Critical flow conditions
60(4)
2.12 Design of soil filters
64(1)
2.13 Capillarity and unsaturated soils
65(5)
2.14 Earth dams
70(4)
2.15 Seepage through non-uniform soil deposits
74(9)
Exercises
83(4)
3 Stresses in the Ground
87(28)
Learning objectives
87(1)
3.1 State of stress in a soil mass
87(6)
3.2 Total stress
93(1)
3.3 Pore water pressure
93(1)
3.4 Effective stress
94(3)
3.5 Undrained and drained conditions in a soil
97(1)
3.6 Stresses induced by applied loads
97(15)
Exercises
112(3)
4 Shear Strength of Soils
115(52)
Learning objectives
115(1)
4.1 Shear strength of soil
115(11)
4.2 Determination of the shear strength parameters
126(21)
4.3 The pore pressure coefficients A and B
147(7)
4.4 Behaviour of soil during shearing
154(4)
4.5 Operative strengths of soils
158(2)
4.6 Sensitivity of clays
160(1)
4.7 Residual strength of soil
161(2)
Exercises
163(4)
5 Stress Paths and the Critical State
167(34)
Learning objectives
167(1)
5.1 Stress paths in two-dimensional space
167(8)
5.2 Stress paths in three-dimensional space
175(1)
5.3 Isotropic consolidation
176(2)
5.4 Stress paths in the triaxial apparatus
178(4)
5.5 Introduction to critical state soil mechanics
182(3)
5.6 Undrained and drained planes
185(5)
5.7 State boundaries
190(7)
5.8 Residual and critical strength states
197(1)
Exercises
197(4)
Part II Geotechnical Codes and Standards and Site Investigation 201(74)
6 Eurocode 7
203(38)
Learning objectives
203(3)
6.1 Preface to
Chapter 6
203(1)
6.2 Introduction to the Eurocodes
204(2)
Section A: Eurocode 7 - first generation (EN 1997:2004 and 2007)
206(17)
6.3 Eurocode 7 - first generation
206(1)
6.4 Geotechnical design by calculation
207(6)
6.5 Ultimate limit states
213(1)
6.6 The EQU limit state
214(4)
6.7 The GEO limit state and design approaches
218(5)
6.8 Serviceability limit states
223(1)
6.9 Geotechnical design report
223(1)
Section B: Eurocode 7 - second generation (EN 1997: 202x)
223(18)
6.10 Eurocode 7 - second generation
223(1)
6.11 Basis of structural and geotechnical design - EN 1990:202x
224(4)
6.12 Design of a geotechnical structure - EN 1997: Parts 1, 2 and 3 (202x)
228(3)
6.13 Verification by the partial factor method
231(6)
6.14 Execution, Monitoring and Reporting
237(4)
7 Site Investigation
241(34)
Learning objectives
241(1)
7.1 Eurocode 7 and execution standards
242(1)
7.2 Planning of ground investigations
242(4)
7.3 Site exploration methods
246(5)
7.4 Soil and rock sampling
251(8)
7.5 Groundwater measurements
259(2)
7.6 Field tests in soil and rock
261(9)
7.7 Geotechnical reports
270(3)
Exercises
273(2)
Part III Advanced Soil Mechanics and Applications 275(394)
8 Lateral Earth Pressure
277(44)
Learning objectives
277(1)
8.1 Earth pressure at rest
277(1)
8.2 Active and passive earth pressure
278(1)
8.3 Rankine's theory: granular soils, active earth pressure
279(7)
8.4 Rankine's theory: granular soils, passive earth pressure
286(1)
8.5 Rankine's theory: cohesive soils
287(4)
8.6 Coulomb's wedge theory: active earth pressure
291(6)
8.7 Coulomb's wedge theory: passive earth pressure
297(4)
8.8 Surcharges
301(6)
8.9 Choice of method for determination of active pressure
307(1)
8.10 Backfill material
308(6)
8.11 Influence of wall yield on design
314(1)
8.12 Design parameters for different soil types
315(3)
Exercises
318(3)
9 Retaining Structures
321(52)
Learning objectives
321(1)
9.1 Main types of retaining structures
321(1)
9.2 Gravity walls
322(2)
9.3 Embedded walls
324(1)
9.4 Design of retaining structures
325(4)
9.5 Design of gravity retaining walls
329(19)
9.6 Design of sheet pile walls
348(16)
9.7 Braced excavations
364(3)
9.8 Reinforced soil
367(1)
9.9 Soil nailing
368(1)
Exercises
369(4)
10 Bearing Capacity and Shallow Foundations Design
373(46)
Learning objectives
373(1)
10.1 Bearing capacity terms
373(1)
10.2 Types of foundation
374(1)
10.3 Ultimate bearing capacity of a foundation
374(9)
10.4 Determination of the safe bearing capacity
383(1)
10.5 The effect of groundwater on bearing capacity
383(1)
10.6 Developments in bearing capacity equations
384(6)
10.7 Designing spread foundations to Eurocode 7 (first generation)
390(17)
10.8 Designing spread foundations to Eurocode 7 (second generation)
407(3)
10.9 Non-homogeneous soil conditions
410(1)
10.10 Estimates of bearing capacity from in situ testing
410(6)
Exercises
416(3)
11 Pile Foundations
419(44)
Learning objectives
419(1)
11.1 Introduction
419(1)
11.2 Classification of piles
419(1)
11.3 Method of installation
420(4)
11.4 Pile load testing
424(2)
11.5 Determination of the bearing resistance of a pile
426(9)
11.6 Pile groups
435(3)
11.7 Designing pile foundations to Eurocode 7 (first generation)
438(9)
11.8 Designing pile foundations to Eurocode 7 (second generation)
447(11)
11.9 Piles subjected to additional, non-compressive loadings
458(1)
Exercises
459(4)
12 Foundation Settlement and Soil Compression
463(42)
Learning objectives
463(1)
12.1 Settlement of a foundation
463(1)
12.2 Immediate settlement
464(11)
12.3 Consolidation settlement
475(11)
12.4 Application of consolidation test results
486(1)
12.5 General consolidation
487(1)
12.6 Settlement analysis
488(8)
12.7 Eurocode 7 serviceability limit state
496(2)
12.8 Stress paths in the oedometer
498(1)
12.9 Stress path for general consolidation
499(2)
Exercises
501(4)
13 Rate of foundation settlement
505(36)
Learning objectives
505(1)
13.1 Analogy of consolidation settlement
505(1)
13.2 Distribution of the initial excess pore pressure, ui
506(1)
13.3 Terzaghi's theory of consolidation
506(4)
13.4 Average degree of consolidation
510(1)
13.5 Drainage path length
511(1)
13.6 Determination of the coefficient of consolidation, cv, from the consolidation test
511(2)
13.7 Determination of the permeability coefficient from the consolidation test
513(1)
13.8 Determination of the consolidation coefficient from the triaxial test
513(3)
13.9 The model law of consolidation
516(1)
13.10 Consolidation during construction
517(3)
13.11 Consolidation by drainage in two and three dimensions
520(1)
13.12 Numerical determination of consolidation rates
520(6)
13.13 Construction pore pressures in an earth dam
526(2)
13.14 Numerical solutions for two- and three- dimensional consolidation
528(3)
13.15 Wick, or prefabricated vertical, drains
531(6)
13.16 Preconsolidation by surface loading
537(1)
Exercises
537(4)
14 Stability of Slopes
541(50)
Learning objectives
541(1)
14.1 Planar failures
542(5)
14.2 Rotational failures
547(25)
14.3 Slope stability design charts
572(4)
14.4 Wedge failure
576(2)
14.5 Slope stability assessment to Eurocode 7
578(8)
Exercises
586(5)
15 Soil Compaction, Highway Foundation Design and Ground Improvement
591(36)
Learning objectives
591(1)
15.1 Field compaction of soils
591(2)
15.2 Laboratory compaction of soils
593(8)
15.3 Specification of the field compacted density
601(2)
15.4 Field measurement tests
603(3)
15.5 Highway design
606(9)
15.6 Subgrade improvement through soil stabilisation
615(1)
15.7 The moisture condition value, MCV
616(5)
15.8 Ground improvement techniques
621(3)
15.9 Environmental geotechnics
624(1)
Exercises
624(3)
16 An Introduction to Constitutive Modelling in Geomechanics
627(42)
Learning objectives
627(1)
16.1 Introduction
627(1)
16.2 Stress-strain behaviour
628(1)
16.3 Selecting the most appropriate constitutive model
629(2)
16.4 Linear elasticity theory
631(8)
16.5 Rigid plasticity theory
639(1)
16.6 Elastoplasticity theory
640(23)
References
663(6)
Index 669
Ian Smith is an internationally recognized, senior academic with 6 years of Head/Dean of School experience and 25 years of teaching experience in Geotechnical Engineering. In 2017 he left his senior academic position at Edinburgh Napier University to establish his own consultancy and offer freelance services to geotechnical engineering and to education.