Smith's Elements of Soil Mechanics. Ian SmithЧитать онлайн книгу.
rel="nofollow" href="#ulink_23b27670-9ffd-54d9-84d8-8d795f475992">6.12 Design of a geotechnical structure – EN 1997: Parts 1, 2 and 3 (202x) 6.13 Verification by the partial factor method 6.14 Execution, Monitoring and Reporting Chapter 7: Site Investigation 7.1 Eurocode 7 and execution standards 7.2 Planning of ground investigations 7.3 Site exploration methods 7.4 Soil and rock sampling 7.5 Groundwater measurements 7.6 Field tests in soil and rock 7.7 Geotechnical reports
10
Part III: Advanced Soil Mechanics and Applications
Chapter 8: Lateral Earth Pressure
8.1 Earth pressure at rest
8.2 Active and passive earth pressure
8.3 Rankine's theory: granular soils, active earth pressure
8.4 Rankine's theory: granular soils, passive earth pressure
8.5 Rankine's theory: cohesive soils
8.6 Coulomb's wedge theory: active earth pressure
8.7 Coulomb's wedge theory: passive earth pressure
8.8 Surcharges
8.9 Choice of method for determination of active pressure
8.10 Backfill material
8.11 Influence of wall yield on design
8.12 Design parameters for different soil types
Chapter 9: Retaining Structures
9.1 Main types of retaining structures
9.2 Gravity walls
9.3 Embedded walls
9.4 Design of retaining structures
9.5 Design of gravity retaining walls
9.6 Design of sheet pile walls
9.7 Braced excavations
9.8 Reinforced soil
9.9 Soil nailing
Chapter 10: Bearing Capacity and Shallow Foundations Design
10.1 Bearing capacity terms
10.2 Types of foundation
10.3 Ultimate bearing capacity of a foundation
10.4 Determination of the safe bearing capacity
10.5 The effect of groundwater on bearing capacity
10.6 Developments in bearing capacity equations
10.7 Designing spread foundations to Eurocode 7 (first generation)
10.8 Designing spread foundations to Eurocode 7 (second generation)
10.9 Non‐homogeneous soil conditions
10.10 Estimates of bearing capacity from in situ testing
Chapter 11: Pile Foundations
11.1 Introduction
11.2 Classification of piles
11.3 Method of installation
11.4 Pile load testing
11.5 Determination of the bearing resistance of a pile
11.6 Pile groups
11.7 Designing pile foundations to Eurocode 7 (first generation)
11.8 Designing pile foundations to Eurocode 7 (second generation)
11.9 Piles subjected to additional, non‐compressive loadings
Exercises
Chapter 12: Foundation Settlement and Soil Compression
12.1 Settlement of a foundation
12.2 Immediate settlement
12.3 Consolidation settlement
12.4 Application of consolidation test results
12.5 General consolidation
12.6 Settlement analysis
12.7 Eurocode 7 serviceability limit state
12.8 Stress paths in the oedometer
12.9 Stress path for general consolidation
Chapter 13: Rate of Foundation Settlement
13.1 Analogy of consolidation settlement
13.2 Distribution of the initial excess pore pressure, ui
13.3 Terzaghi's theory of consolidation
13.4 Average degree of consolidation
13.5