10.2 Pressure envelope for braced-cut design 10.3 Pressure envelope for cuts in layered soil 10.4 Design of various components of a braced cut

10.1 Introduction 10.2 Pressure envelope for braced-cut design

9.13 Fixed earth-support method for penetration into sandy soil 9.14 Field observations for anchor sheet pile walls 9.15 Free earth support method for penetration of clay 9.16 Anchors 9.17 Holding capacity of anchor plates in sand 9.18 Holding capacity of anchor plates in clay (f = 0 condition) 9.19 Ultimate resistance of tie backs

9.4 Cantilever sheet piling penetrating sandy soils 9.5 Special cases for cantilever walls penetrating a sandy soil 9.6 Cantilever sheet piling penetrating clay (undrained, f = 0) 9.7 Special cases for cantilever walls penetrating clay 9.8 Anchored sheet-pile walls 9.9 Free earth support method for penetration of sandy soil 9.11 Moment reduction for anchored sheet-pile walls

5.17 Settlement due to secondary consolidation 5.18 Field load test 5.19 Presumptive bearing capacity 5.20 Tolerable settlement of buildings

8.7 Check for bearing capacity failure 8.8 Construction joints & drainage from backfill 8.10 Comments on design of retaining walls and a case study 8.11 Soil reinforcement 8.12 Considerations in (metallic ) soil reinforcement 8.13 General design considerations 8.14 Retaining walls with metallic strip reinforcement 8.15 Step-by-step-design procedure using metallic strip reinforcement 8.16 Retaining walls w/ geotextile reinforcement 8.17 Retaining walls w/ geogrid reinforcement -...

9.1 Introduction 9.2 Construction methods 9.3 Cantilever sheet pile walls 9.4 Cantilever sheet piling penetrating sandy soils

8.1 Introduction 8.2 Proportioning retaining walls 8.3 Application of lateral earth pressure theories to design 8.4 Stability of retaining walls 8.5 Check for overturning 8.6 Check for sliding along the base

3.8 Effect of soil compressibility 3.9 Eccentrically loaded foundations 3.10 Ultimate bearing capacity under eccentric loading – one way eccentricity 3.11 Bearing capacity – two way eccentricity

7.6 Lateral earth pressure due to surcharge 7.7 Active earth pressure for earthquake conditions 7.8 Active pressure for wall rotation about the top: braced cut 7.9 Active earth pressure for translation of retaining wall – granular backfill 7.10 Rankine Passive earth pressure 7.11 Rankine passive earth pressure: inclined backfill – frictionless vertical wall 7.12 Coulomb’s passive earth pressure 7.13 Comments on the failure surface assumption for Coulomb’s pressure calculations 7.14 Passive...

7.4 A general case for Rankine active pressure 7.5 Coulomb’s active earth pressure

7.3 Rankine active earth pressure 7.4 A general case for Rankine active pressure

7.1 Introduction 7.2 Lateral earth pressure at rest

5.12 Settlement of sandy soil: use of strain influence factor 5.13 Settlement of foundation on sand based on SPT 5.15 Primary consolidation settlement relationships

2.15 Split-spoon (barrel) sampling 2.16 Scraper bucket 2.17 & 2.18 Undisturbed samples 2.19 Observation of water table

3.10 Ultimate bearing capacity under eccentric loading – one way eccentricity 3.11 Bearing capacity – two way eccentricity

3.1 Introduction 3.2 General concept 3.3 Terzaghi’s bearing capacity theory 3.4 Factor of safety 3.5 Modification of BCE for water table 3.6 The general bearing capacity equation 3.7 Case studies on ultimate bearing capacity

7.4 A general case for Rankine active pressure 7.5 Coulomb’s active earth pressure