Applied soil mechanics: with ABAQUS applications
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Hoboken, NJ
Wiley
2007
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIV, 385 S. Ill., graph. Darst. |
| ISBN: | 9780471791072 |
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| 245 | 1 | 0 | |a Applied soil mechanics |b with ABAQUS applications |c Sam Helwany |
| 264 | 1 | |a Hoboken, NJ |b Wiley |c 2007 | |
| 300 | |a XIV, 385 S. |b Ill., graph. Darst. | ||
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| 650 | 7 | |a Sols, Mécanique des |2 ram | |
| 650 | 7 | |a Éléments finis, Méthode des |2 ram | |
| 650 | 4 | |a Soil mechanics | |
| 650 | 4 | |a Finite element method | |
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Datensatz im Suchindex
| _version_ | 1804138327803166720 |
|---|---|
| adam_text | Titel: Applied soil mechanics
Autor: Helwany, Sam
Jahr: 2007
CONTENTS
PREFACE
XIII
1 PROPERTIES OF SOIL 1
1.1 Soil Formation / 1
1.2 Physical Parameters of Soils / 3
1.2.1 Relative Density / 7
1.3 Mechanical Properties of Soil / 8
1.3.1 Sieve Analysis / 8
1.3.2 Hydrometer Analysis / 10
1.4 Soil Consistency / 11
1.4.1 Liquid Limit / 12
1.4.2 Plastic Limit / 12
1.4.3 Shrinkage Limit / 12
1.5 Plasticity Chart / 13
1.6 Classification Systems / 14
1.7 Compaction / 16
2 ELASTICITY AND PLASTICITY 21
2.1 Introduction / 21
2.2 Stress Matrix / 22
Vil
VIII CONTENTS
2.3 Elasticity / 23
2.3.1 Three-Dimensional Stress Condition / 23
2.3.2 Uniaxial Stress Condition / 24
2.3.3 Plane Strain Condition / 25
2.3.4 Plane Stress Condition / 27
2.4 Plasticity / 28
2.5 Modified Cam Clay Model / 28
2.5.1 Normal Consolidation Line and Unloading-Reloading
Lines / 30
2.5.2 Critical-State Line / 33
2.5.3 Yield Function / 36
2.5.4 Hardening and Softening Behavior / 36
2.5.5 Elastic Moduli for Soil / 38
2.5.6 Summary of Modified Cam Clay Model Parameters / 39
2.5.7 Incremental Plastic Strains / 40
2.5.8 Calculations of the Consolidated-Drained Stress-Strain
Behavior of a Normally Consolidated Clay Using the Modified
Cam Clay Model / 42
2.5.9 Step-by-Step Calculation Procedure for a CD Triaxial Test on
NC Clays / 44
2.5.10 Calculations of the Consolidated-Undrained Stress-Strain
Behavior of a Normally Consolidated Clay Using the Modified
Cam Clay Model / 47
2.5.11 Step-by-Step Calculation Procedure for a CU Triaxial Test on
NC Clays / 49
2.5.12 Comments on the Modified Cam Clay Model / 53
2.6 Stress Invariants / 53
2.6.1 Decomposition of Stresses / 55
2.7 Strain Invariants / 57
2.7.1 Decomposition of Strains / 57
2.8 Extended Cam Clay Model / 58
2.9 Modified Drucker-Prager/Cap Model / 61
2.9.1 Flow Rule / 63
2.9.2 Model Parameters / 64
2.10 Lade s Single Hardening Model / 68
2.10.1 Elastic Behavior / 68
2.10.2 Failure Criterion / 68
2.10.3 Plastic Potential and How Rule / 69
2.10.4 Yield Cnterion / 72
CONTENTS IX
2.10.5 Predicting Soil s Behavior Using Lade s Model: CD Triaxial
Test Conditions / 82
3 STRESSES IN SOIL 90
3.1 Introduction / 90
3.2 In Situ Soil Stresses / 90
3.2.1 No-Seepage Condition / 93
3.2.2 Upward-Seepage Conditions / 97
3.2.3 Capillary Rise / 99
3.3 Stress Increase in a Semi-Infinite Soil Mass Caused by External
Loading / 101
3.3.1 Stresses Caused by a Point Load (Boussinesq Solution) / 102
3.3.2 Stresses Caused by a Line Load / 104
3.3.3 Stresses Under the Center of a Uniformly Loaded Circular
Area / 109
3.3.4 Stresses Caused by a Strip Load (B/L % 0) / 114
3.3.5 Stresses Caused by a Uniformly Loaded Rectangular
Area / 116
4 CONSOLIDATION 124
4.1 Introduction / 124
4.2 One-Dimensional Consolidation Theory / 125
4.2.1 Drainage Path Length / 127
4.2.2 One-Dimensional Consolidation Test / 127
4.3 Calculation of the Ultimate Consolidation Settlement / 131
4.4 Finite Element Analysis of Consolidation Problems / 132
4.4.1 One-Dimensional Consolidation Problems / 133
4.4.2 Two-Dimensional Consolidation Problems / 147
5 SHEAR STRENGTH OF SOIL 162
5.1 Introduction / 162
5.2 Direct Shear Test / 163
5.3 Triaxial Compression Test / 170
5.3.1 Consolidated-Drained Triaxial Test / 172
5.3.2 Consolidated-Undrained Triaxial Test / 180
5.3.3 Unconsolidated-Undrained Triaxial Test / 185
5.3.4 Unconfined Compression Test / 186
5.4 Field Tests / 186
5.4.1 Field Vane Shear Test / 187
X CONTENTS
5.4.2 Cone Penetration Test / 187
5.4.3 Standard Penetration Test / 187
5.5 Drained and Undrained Loading Conditions via FEM / 188
6 SHALLOW FOUNDATIONS 209
6.1 Introduction / 209
6.2 Modes of Failure / 209
6.3 Terzaghi s Bearing Capacity Equation / 211
6.4 Meyerhof s General Bearing Capacity Equation / 224
6.5 Effects of the Water Table Level on Bearing Capacity / 229
7 LATERAL EARTH PRESSURE AND RETAINING WALLS 233
7.1 Introduction / 233
7.2 At-Rest Earth Pressure / 236
7.3 Active Earth Pressure / 241
7.3.1 Rankine Theory / 242
7.3.2 Coulomb Theory / 246
7.4 Passive Earth Pressure / 249
7.4.1 Rankine Theory / 249
7.4.2 Coulomb Theory / 252
7.5 Retaining Wall Design / 253
7.5.1 Factors of Safety / 256
7.5.2 Proportioning W alls / 256
7.5.3 Safety Factor for Sliding / 257
7.5.4 Safety Factor for Overturning / 258
7.5.5 Safety Factor for Bearing Capacity / 258
7.6 Geosynthetic-Reinforced Soil Retaining Walls / 271
7.6.1 Internal Stability of GRS Walls / 272
7.6.2 External Stability of GRS Walls / 275
8 PILES AND PILE GROUPS 286
8.1 Introduction / 286
8.2 Drained and Undrained Loading Conditions / 286
8.3 Estimating the Load Capacity of Piles / 291
8.3.1 ot-Method / 291
8.3.2 B-method / 297
CONTENTS XI
8.4 Pile Groups / 301
8.4.1 a-Method / 304
8.4.2 p-Method / 304
8.5 Settlements of Single Piles and Pile Groups / 312
8.6 Laterally Loaded Piles and Pile Groups / 313
8.6.1 Broms Method / 314
8.6.2 Finite Element Analysis of Laterally Loaded Piles / 317
9 PERMEABILITY AND SEEPAGE 332
9.1 Introduction / 332
9.2 Bernoulli s Equation / 333
9.3 Darcy s Law / 337
9.4 Laboratory Determination of Permeability / 338
9.5 Permeability of Stratified Soils / 340
9.6 Seepage Velocity / 342
9.7 Stresses in Soils Due to Flow / 343
9.8 Seepage / 346
9.9 Graphical Solution: Flow Nets / 349
9.9.1 Calculation of Flow / 350
9.9.2 Flow Net Construction / 351
9.10 Flow Nets for Anisotropic Soils / 354
9.11 Flow Through Embankments / 355
9.12 Finite Element Solution / 356
REFERENCES 377
INDEX 381
|
| adam_txt |
Titel: Applied soil mechanics
Autor: Helwany, Sam
Jahr: 2007
CONTENTS
PREFACE
XIII
1 PROPERTIES OF SOIL 1
1.1 Soil Formation / 1
1.2 Physical Parameters of Soils / 3
1.2.1 Relative Density / 7
1.3 Mechanical Properties of Soil / 8
1.3.1 Sieve Analysis / 8
1.3.2 Hydrometer Analysis / 10
1.4 Soil Consistency / 11
1.4.1 Liquid Limit / 12
1.4.2 Plastic Limit / 12
1.4.3 Shrinkage Limit / 12
1.5 Plasticity Chart / 13
1.6 Classification Systems / 14
1.7 Compaction / 16
2 ELASTICITY AND PLASTICITY 21
2.1 Introduction / 21
2.2 Stress Matrix / 22
Vil
VIII CONTENTS
2.3 Elasticity / 23
2.3.1 Three-Dimensional Stress Condition / 23
2.3.2 Uniaxial Stress Condition / 24
2.3.3 Plane Strain Condition / 25
2.3.4 Plane Stress Condition / 27
2.4 Plasticity / 28
2.5 Modified Cam Clay Model / 28
2.5.1 Normal Consolidation Line and Unloading-Reloading
Lines / 30
2.5.2 Critical-State Line / 33
2.5.3 Yield Function / 36
2.5.4 Hardening and Softening Behavior / 36
2.5.5 Elastic Moduli for Soil / 38
2.5.6 Summary of Modified Cam Clay Model Parameters / 39
2.5.7 Incremental Plastic Strains / 40
2.5.8 Calculations of the Consolidated-Drained Stress-Strain
Behavior of a Normally Consolidated Clay Using the Modified
Cam Clay Model / 42
2.5.9 Step-by-Step Calculation Procedure for a CD Triaxial Test on
NC Clays / 44
2.5.10 Calculations of the Consolidated-Undrained Stress-Strain
Behavior of a Normally Consolidated Clay Using the Modified
Cam Clay Model / 47
2.5.11 Step-by-Step Calculation Procedure for a CU Triaxial Test on
NC Clays / 49
2.5.12 Comments on the Modified Cam Clay Model / 53
2.6 Stress Invariants / 53
2.6.1 Decomposition of Stresses / 55
2.7 Strain Invariants / 57
2.7.1 Decomposition of Strains / 57
2.8 Extended Cam Clay Model / 58
2.9 Modified Drucker-Prager/Cap Model / 61
2.9.1 Flow Rule / 63
2.9.2 Model Parameters / 64
2.10 Lade's Single Hardening Model / 68
2.10.1 Elastic Behavior / 68
2.10.2 Failure Criterion / 68
2.10.3 Plastic Potential and How Rule / 69
2.10.4 Yield Cnterion / 72
CONTENTS IX
2.10.5 Predicting Soil's Behavior Using Lade's Model: CD Triaxial
Test Conditions / 82
3 STRESSES IN SOIL 90
3.1 Introduction / 90
3.2 In Situ Soil Stresses / 90
3.2.1 No-Seepage Condition / 93
3.2.2 Upward-Seepage Conditions / 97
3.2.3 Capillary Rise / 99
3.3 Stress Increase in a Semi-Infinite Soil Mass Caused by External
Loading / 101
3.3.1 Stresses Caused by a Point Load (Boussinesq Solution) / 102
3.3.2 Stresses Caused by a Line Load / 104
3.3.3 Stresses Under the Center of a Uniformly Loaded Circular
Area / 109
3.3.4 Stresses Caused by a Strip Load (B/L % 0) / 114
3.3.5 Stresses Caused by a Uniformly Loaded Rectangular
Area / 116
4 CONSOLIDATION 124
4.1 Introduction / 124
4.2 One-Dimensional Consolidation Theory / 125
4.2.1 Drainage Path Length / 127
4.2.2 One-Dimensional Consolidation Test / 127
4.3 Calculation of the Ultimate Consolidation Settlement / 131
4.4 Finite Element Analysis of Consolidation Problems / 132
4.4.1 One-Dimensional Consolidation Problems / 133
4.4.2 Two-Dimensional Consolidation Problems / 147
5 SHEAR STRENGTH OF SOIL 162
5.1 Introduction / 162
5.2 Direct Shear Test / 163
5.3 Triaxial Compression Test / 170
5.3.1 Consolidated-Drained Triaxial Test / 172
5.3.2 Consolidated-Undrained Triaxial Test / 180
5.3.3 Unconsolidated-Undrained Triaxial Test / 185
5.3.4 Unconfined Compression Test / 186
5.4 Field Tests / 186
5.4.1 Field Vane Shear Test / 187
X CONTENTS
5.4.2 Cone Penetration Test / 187
5.4.3 Standard Penetration Test / 187
5.5 Drained and Undrained Loading Conditions via FEM / 188
6 SHALLOW FOUNDATIONS 209
6.1 Introduction / 209
6.2 Modes of Failure / 209
6.3 Terzaghi's Bearing Capacity Equation / 211
6.4 Meyerhof s General Bearing Capacity Equation / 224
6.5 Effects of the Water Table Level on Bearing Capacity / 229
7 LATERAL EARTH PRESSURE AND RETAINING WALLS 233
7.1 Introduction / 233
7.2 At-Rest Earth Pressure / 236
7.3 Active Earth Pressure / 241
7.3.1 Rankine Theory / 242
7.3.2 Coulomb Theory / 246
7.4 Passive Earth Pressure / 249
7.4.1 Rankine Theory / 249
7.4.2 Coulomb Theory / 252
7.5 Retaining Wall Design / 253
7.5.1 Factors of Safety / 256
7.5.2 Proportioning W'alls / 256
7.5.3 Safety Factor for Sliding / 257
7.5.4 Safety Factor for Overturning / 258
7.5.5 Safety Factor for Bearing Capacity / 258
7.6 Geosynthetic-Reinforced Soil Retaining Walls / 271
7.6.1 Internal Stability of GRS Walls / 272
7.6.2 External Stability of GRS Walls / 275
8 PILES AND PILE GROUPS 286
8.1 Introduction / 286
8.2 Drained and Undrained Loading Conditions / 286
8.3 Estimating the Load Capacity of Piles / 291
8.3.1 ot-Method / 291
8.3.2 B-method / 297
CONTENTS XI
8.4 Pile Groups / 301
8.4.1 a-Method / 304
8.4.2 p-Method / 304
8.5 Settlements of Single Piles and Pile Groups / 312
8.6 Laterally Loaded Piles and Pile Groups / 313
8.6.1 Broms' Method / 314
8.6.2 Finite Element Analysis of Laterally Loaded Piles / 317
9 PERMEABILITY AND SEEPAGE 332
9.1 Introduction / 332
9.2 Bernoulli's Equation / 333
9.3 Darcy's Law / 337
9.4 Laboratory Determination of Permeability / 338
9.5 Permeability of Stratified Soils / 340
9.6 Seepage Velocity / 342
9.7 Stresses in Soils Due to Flow / 343
9.8 Seepage / 346
9.9 Graphical Solution: Flow Nets / 349
9.9.1 Calculation of Flow / 350
9.9.2 Flow Net Construction / 351
9.10 Flow Nets for Anisotropic Soils / 354
9.11 Flow Through Embankments / 355
9.12 Finite Element Solution / 356
REFERENCES 377
INDEX 381 |
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| id | DE-604.BV035163354 |
| illustrated | Illustrated |
| index_date | 2024-07-02T22:51:31Z |
| indexdate | 2024-07-09T21:26:26Z |
| institution | BVB |
| isbn | 9780471791072 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-016970436 |
| oclc_num | 70483420 |
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| physical | XIV, 385 S. Ill., graph. Darst. |
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| publisher | Wiley |
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| spelling | Helwany, Sam Verfasser aut Applied soil mechanics with ABAQUS applications Sam Helwany Hoboken, NJ Wiley 2007 XIV, 385 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier ABAQUS Bodenmechanik swd Finite-Elemente-Methode swd Sols, Mécanique des ram Éléments finis, Méthode des ram Soil mechanics Finite element method HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016970436&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Helwany, Sam Applied soil mechanics with ABAQUS applications ABAQUS Bodenmechanik swd Finite-Elemente-Methode swd Sols, Mécanique des ram Éléments finis, Méthode des ram Soil mechanics Finite element method |
| title | Applied soil mechanics with ABAQUS applications |
| title_auth | Applied soil mechanics with ABAQUS applications |
| title_exact_search | Applied soil mechanics with ABAQUS applications |
| title_exact_search_txtP | Applied soil mechanics with ABAQUS applications |
| title_full | Applied soil mechanics with ABAQUS applications Sam Helwany |
| title_fullStr | Applied soil mechanics with ABAQUS applications Sam Helwany |
| title_full_unstemmed | Applied soil mechanics with ABAQUS applications Sam Helwany |
| title_short | Applied soil mechanics |
| title_sort | applied soil mechanics with abaqus applications |
| title_sub | with ABAQUS applications |
| topic | ABAQUS Bodenmechanik swd Finite-Elemente-Methode swd Sols, Mécanique des ram Éléments finis, Méthode des ram Soil mechanics Finite element method |
| topic_facet | ABAQUS Bodenmechanik Finite-Elemente-Methode Sols, Mécanique des Éléments finis, Méthode des Soil mechanics Finite element method |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016970436&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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