Soil mechanics: concepts and applications
The aim of this book is to encourage students to develop an understanding of the fundamentals of soil mechanics. It builds a robust and adaptable framework of ideas to support and accommodate the more complex problems and analytical procedure that confront the practising geotechnical engineer
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London [u.a.]
Spon
1997
|
| Ausgabe: | 1. ed. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Zusammenfassung: | The aim of this book is to encourage students to develop an understanding of the fundamentals of soil mechanics. It builds a robust and adaptable framework of ideas to support and accommodate the more complex problems and analytical procedure that confront the practising geotechnical engineer Soil Mechanics: Concepts and Applications covers the soil mechanics and geotechnical engineering topics typically included in university courses in civil engineering and related subjects. Physical rather than mathematical arguments are used in the core sections wherever possible. The order in which the material is presented is based on the belief that students need time to assimilate new concepts, and that too many new ideas should not be introduced all at once. Main topic coverage is as follows: origins and classification of soils; soil strength; groundwater, permeability and seepage; one-dimensional compression and consolidation; soil behaviour and the triaxial test; soil settlements using elasticity methods; plasticity and limit equilibrium methods for retaining walls; foundations and slopes; bearing capacity factors and earth pressure coefficients; earth retaining systems; and modelling, in situ testing and ground improvement Many special features make the book accessible and stimulating for the student. Case histories show how sensible application of simple ideas and methods can produce successful engineering solutions. More than 50 worked examples and case studies demonstrate the concepts in real applications. Learning objectives, key points and questions enable the reader to check on understanding and progress |
| Beschreibung: | Literaturangaben |
| Beschreibung: | XVIII, 420 S. zahlr. Ill., graph. Darst. |
| ISBN: | 0419197206 |
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| 245 | 1 | 0 | |a Soil mechanics |b concepts and applications |c William Powrie |
| 250 | |a 1. ed. | ||
| 264 | 1 | |a London [u.a.] |b Spon |c 1997 | |
| 300 | |a XVIII, 420 S. |b zahlr. Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Literaturangaben | ||
| 520 | 3 | |a The aim of this book is to encourage students to develop an understanding of the fundamentals of soil mechanics. It builds a robust and adaptable framework of ideas to support and accommodate the more complex problems and analytical procedure that confront the practising geotechnical engineer | |
| 520 | |a Soil Mechanics: Concepts and Applications covers the soil mechanics and geotechnical engineering topics typically included in university courses in civil engineering and related subjects. Physical rather than mathematical arguments are used in the core sections wherever possible. The order in which the material is presented is based on the belief that students need time to assimilate new concepts, and that too many new ideas should not be introduced all at once. Main topic coverage is as follows: origins and classification of soils; soil strength; groundwater, permeability and seepage; one-dimensional compression and consolidation; soil behaviour and the triaxial test; soil settlements using elasticity methods; plasticity and limit equilibrium methods for retaining walls; foundations and slopes; bearing capacity factors and earth pressure coefficients; earth retaining systems; and modelling, in situ testing and ground improvement | ||
| 520 | |a Many special features make the book accessible and stimulating for the student. Case histories show how sensible application of simple ideas and methods can produce successful engineering solutions. More than 50 worked examples and case studies demonstrate the concepts in real applications. Learning objectives, key points and questions enable the reader to check on understanding and progress | ||
| 650 | 7 | |a Mecanica dos solos |2 larpcal | |
| 650 | 7 | |a Sols, Mécanique des |2 ram | |
| 650 | 4 | |a Soil mechanics | |
| 650 | 0 | 7 | |a Bodenmechanik |0 (DE-588)4007385-3 |2 gnd |9 rswk-swf |
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| 999 | |a oai:aleph.bib-bvb.de:BVB01-007525223 | ||
Datensatz im Suchindex
| _version_ | 1804125715144114176 |
|---|---|
| adam_text | CONTENTS PREFACE XI GENERAL SYMBOLS XIII 1 ORIGINS AND CLASSIFICATION OF
SOILS 1 1.1 INTRODUCTION: WHAT IS SOIL MECHANICS? 1 1.2 THE STRUCTURE OF
THE EARTH 3 1.3 THE ORIGIN OF SOILS 4 1.3.1 TRANSPORT PROCESSES AND
DEPOSI TIONAL ENVIRONMENTS 5 1.4 SOIL MINERALOGY 7 1.4.1 COMPOSITION OF
SOILS 7 1.4.2 THE CLAY MINERALS 8 1.4.3 NON-CLAY MINERALS 10 1.4.4
SURFACE FORCES 10 1.4.5 ORGANIC (NON-MINERAL) SOILS 11 1.5 PHASE
RELATIONSHIPS FOR SOILS 11 1.6 UNIT WEIGHT 13 1.6.1 MEASURING THE GRAIN
SPECIFIC GRAVITY G S 15 1.7 EFFECTIVE STRESS 17 1.7.1 CALCULATING
VERTICAL STRESSES IN THE GROUND 17 1.8 PARTICLE SIZE DISTRIBUTIONS 19
1.9 SOIL FILTERS 24 1.10 SOIL DESCRIPTION 27 1.11 INDEX TESTS AND
CLASSIFICATION OF CLAY SOILS 29 1.12 COMPACTION 30 1.13 HOUSES BUILT ON
CLAY 3 5 1.14 SITE INVESTIGATION 38 KEY POINTS 42 QUESTIONS 42
REFERENCES 44 2 SOIL STRENGTH 46 2.1 INTRODUCTION AND OBJECTIVES 46 2.2
STRESS ANALYSIS 47 2.2.1 GENERAL THREE-DIMENSIONAL STATES OF STRESS 47
2.2.2 PRINCIPAL STRESSES 47 2.2.3 PLANE STRAIN 47 2.2.4 AXISYMMETRY 48
2.2.5 MOHR S CIRCLE OF STRESS 48 2.2.6 MOHR S CIRCLE OF STRAIN 50 2.3
SOIL STRENGTH 51 2.4 FRICTION 52 2.5 THE SHEARBOX OR DIRECT SHEAR
APPARATUS 53 2.6 PRESENTATION OF SHEARBOX TEST DATA IN ENGINEERING UNITS
55 2.7 VOLUME CHANGES DURING SHEAR 55 2.8 CRITICAL STATES 57 2.9 PEAK
STRENGTHS AND DILATANCY 59 2.10 SHEARBOX TESTS ON CLAYS 63 2.11
APPLICATIONS 66 2.12 STRESS STATES IN THE SHEARBOX TEST 68 2.12.1
CONVENTIONAL INTERPRETATION 68 2.12.2 ALTERNATIVE INTERPRETATION 69
2.12.3 UNDRAINED TESTS ON CLAYS 70 2.13 THE SIMPLE SHEAR APPARATUS 71
KEY POINTS 76 QUESTIONS 77 REFERENCES 79 3 GROUNDWATER, PERMEABILITY AND
SEEPAGE 81 3.1 INTRODUCTION AND OBJECTIVES 81 3.2 PORE WATER PRESSURES
IN THE GROUND 82 3.2.1 ARTESIAN CONDITIONS AND UNDERDRAINAGE 82 3.2.2
EFFECT OF CONSTRUCTION ACTIVITIES 83 3.2.3 PORE WATER PRESSURES ABOVE
THE WATER TABLE 84 3.3 DARCY S LAW AND SOIL PERMEABILITY 85 3.4
LABORATORY MEASUREMENT OF PERMEABILITY 87 3.4.1 THE CONSTANT HEAD
PERMEAMETER 87 3.4.2 THE FALLING HEAD PERMEAMETER 89 3.5 FIELD
MEASUREMENT OF PERMEABILITY 91 3.5.1 WELL PUMPING TEST IN AN IDEAL
CONFINED AQUIFER 91 3.5.2 WELL PUMPING TEST IN AN IDEAL UNCONFINED
AQUIFER 92 3.6 PERMEABILITY OF LAMINATED SOILS 93 3.7 MATHEMATICS OF
GROUNDWATER FLOW 95 3.8 PLANE FLOW 96 3.9 CONFINED FLOWNETS 96 4.10
LIMITATIONS OF THE SIMPLE MODELS FOR THE 3.10 CALCULATION OF PORE WATER
PRESSURES USING BEHAVIOUR OF SOILS IN ONE-DIMENSIONAL FLOWNETS 103
COMPRESSION AND CONSOLIDATION 158 3.11 QUICKSAND 104 4.10.1 MODEL FOR
ONE-DIMENSIONAL 3.12 UNCONFINED FLOWNETS 105 COMPRESSION AND SWELLING:
3.13 DISTANCE OF INFLUENCE 107 SPECIFIC VOLUME AGAINST LN SIGMA V 158
3.14 SOILS WITH ANISOTROPIC PERMEABILITY 107 4.10.2 ONE-DIMENSIONAL
CONSOLIDATION 3.15 ZONES OF DIFFERENT PERMEABILITY 109 SOLUTIONS 159
3.16 BOUNDARY CONDITIONS FOR FLOW INTO DRAINS 110 4.10.3 HORIZONTAL
STRESSES IN ONE- 3.17 APPLICATION OF WELL PUMPING FORMULAE TO
DIMENSIONAL COMPRESSION CONSTRUCTION DEWATERING 112 AND SWELLING 159
3.18 NUMERICAL METHODS 113 KEY POINTS 160 3.19 WELLS AND PUMPING METHODS
116 QUESTIONS 161 3.19.1 WELLPOINTS 3.19.2 DEEP WELLS 3.19.3 EJECTORS
116 116 117 REFERENCES 164 3.19.4 WELL DESIGN 118 5 THE TRIAXIAL TEST
AND SOIL BEHAVIOUR 165 KEY POINTS 118 5.1 OBJECTIVES 165 QUESTIONS 119
5.2 THE TRIAXIAL TEST 166 REFERENCES 122 5.2.1 APPARATUS 5.2.2
PROCEDURES 166 166 5.3 STRESS PARAMETERS 168 4 ONE-DIMENSIONAL
COMPRESSION AND 5.3.1 STRESS INVARIANTS 168 CONSOLIDATION 124 5.3.2
NOTATION 169 4.1 INTRODUCTION AND OBJECTIVES 124 5.4 STRESS ANALYSIS OF
THE TRIAXIAL TEST 169 4.2 ONE-DIMENSIONAL COMPRESSION: 5.4.1 ASSUMPTIONS
169 THE OEDOMETER TEST 125 5.4.2 MEASURED QUANTITIES 170 4.3
ONE-DIMENSIONAL CONSOLIDATION 132 5.4.3 CONVERTING MEASUREMENTS TO 4.4
PROPERTIES OF ISOCHRONES 133 STRESS, STRAIN AND STATE PARAMETERS 170 4.5
ONE-DIMENSIONAL CONSOLIDATION: SOLUTION 5.4.4 MOHR CIRCLES OF STRESS 171
USING PARABOLIC ISOCHRONES 134 5.4.5 MOHR CIRCLES OF STRAIN 171 4.6
DETERMINING THE CONSOLIDATION COEFFICIENT 5.4.6 OTHER WAYS OF PRESENTING
SHEAR C V FROM OEDOMETER TEST DATA 136 TEST DATA 172 4.7 APPLICATION OF
CONSOLIDATION TESTING AND 5.5 ISOTROPIC COMPRESSION AND SWELLING 174
THEORY TO FIELD PROBLEMS 138 5.6 SAMPLE PREPARATION BY ONE-DIMENSIONAL
4.7.1 CONSOLIDATION DUE TO AN INCREASE IN COMPRESSION AND SWELLING:
EFFECTIVE STRESS FOLLOWING GROUND- K 0 CONSOLIDATION 174 WATER LOWERING
138 5.7 CONDITIONS IMPOSED IN SHEAR TESTS 175 4.7.2 UNDERDRAINAGE OF A
COMPRESSIBLE 5.8 CRITICAL STATES 176 LAYER 141 5.8.1 RELATION BETWEEN M
AND PHI CRIT- 177 4.7.3 CASE STUDY 4.2: VERTICAL COMPRES- 5.9 YIELD 177
SION DUE TO PLANE HORIZONTAL FLOW 4.7.4 SELF WEIGHT CONSOLIDATION: 146
5.10 STATE PATHS DURING SHEAR: NORMALLY CONSOLIDATED AND LIGHTLY
OVERCONSOLIDATED HYDRAULIC FILL 149 CLAYS 181 4.8 ONE-DIMENSIONAL
CONSOLIDATION: EXACT 5.10.1 DRAINED TESTS 181 SOLUTIONS 151 5.10.2
UNDRAINED TESTS 182 4.8.1 DERIVATION OF DIFFERENTIAL EQUATION 5.11 PEAK
STRENGTHS 189 GOVERNING ONE DIMENSIONAL 5.11.1 PREDICTIONS USING CAM
CLAY 189 CONSOLIDATION 151 5.11.2 HVORSLEV RUPTURE AND TENSILE 4.8.2
GENERAL SOLUTION TO THE CONSOLIDA- FRACTURE 190 TION EQUATION 152 5.11.3
INTERPRETING PEAK STRENGTH DATA 191 4.8.3 SOLUTIONS FOR PARTICULAR
BOUNDARY 5.12 UNDRAINED SHEAR STRENGTHS 195 CONDITIONS USING FOURIER
SERIES 152 5.13 RESIDUAL STRENGTH 197 4.9 RADIAL DRAINAGE 157 5.14
SENSITIVE SOILS 198 .15 6.6 6.7 6.8 6.9 6.10 7.1 7.2 7.3 7.4 7.5 7.6
CORRELATION OF CRITICAL STATE PARAMETERS WITH INDEX TESTS 199 CREEP 200
ANISOTROPY 201 PARTLY SATURATED SOILS 202 THE CRITICAL STATE MODEL
APPLIED TO SANDS 203 NEW MODELS 203 KEY POINTS 205 QUESTIONS 206
REFERENCES 208 CALCULATION OF SOIL SETTLEMENTS USING ELASTICITY METHODS
211 INTRODUCTION 211 SELECTION OF ELASTIC PARAMETERS 212 6.2.1
APPROXIMATIONS AND SHORTCOMINGS OF A SIMPLE ELASTIC MODEL 212 6.2.2
RELATIONSHIPS BETWEEN ELASTIC CONSTANTS 214 6.2.3 DETERMINING ELASTIC
MODULI FROM TRIAXIAL COMPRESSION TEST DATA 214 BOUSSINESQ S SOLUTION 215
ESTIMATION OF INCREASES IN VERTICAL STRESS AT ANY DEPTH DUE TO ANY
PATTERN OF SURFACE LOAD, USING NEWMARK S CHART 216 ESTIMATION OF
SETTLEMENTS DUE TO SURFACE LOADS AND FOUNDATIONS 219 INFLUENCE FACTORS
FOR STRESSES 223 STANDARD SOLUTIONS FOR SURFACE SETTLEMENTS ON AN
ISOTROPIC, HOMOGENEOUS, ELASTIC HALF-SPACE 227 ESTIMATION OF IMMEDIATE
SETTLEMENTS 227 EFFECT OF HETEROGENEITY 228 CROSS-COUPLING OF SHEAR AND
VOLUMETRIC EFFECTS DUE TO ANISOTROPY 228 KEY POINTS 229 QUESTIONS 230
REFERENCES 232 BOUND) SOLUTIONS FOR A PROPPED EMBEDDED CANTILEVER
RETAINING WALL 243 7.6.1 (TAU/SIGMA ) MA X = TAN PHI FAILURE CRITERION
243 7.6.2 TAU MAX = TAU U FAILURE CRITERION 247 7.7 MECHANISM-BASED
(UPPER BOUND) SOLUTIONS FOR GRAVITY RETAINING WALLS 250 7.7.1 SHORT-TERM
CASE: TAU MAX = TAU U FAILURE CRITERION 253 7.7.2 LONG-TERM CASE:
(TAU/SIGMA ) MAX = TAN PHI FAILURE CRITERION 261 7.8 LIMIT EQUILIBRIUM
STRESS DISTRIBUTIONS FOR EMBEDDED RETAINING WALLS 269 7.8.1 LONG-TERM
PORE WATER PRESSURES 269 7.8.2 UNPROPPED EMBEDDED WALLS: FIXED EARTH
SUPPORT CONDITIONS 269 7.8.3 EMBEDDED WALLS PROPPED AT THE CREST: FREE
AND FIXED EARTH SUPPORT CONDITIONS 270 7.9 SOIL/WALL FRICTION 271 7.10
EARTH PRESSURE COEFFICIENTS TAKING ACCOUNT OF SHEAR STRESSES AT THE
SOIL/WALL INTERFACE 272 7.10.1 EFFECTS OF SOIL/WALL FRICTION 272 7.10.2
EFFECTS OF SOIL/WALL ADHESION 274 KEY POINTS 275 QUESTIONS 276
REFERENCES 279 8 FOUNDATIONS AND SLOPES 281 8.1 INTRODUCTION AND
OBJECTIVES 281 8.2 SHALLOW STRIP FOUNDATIONS (FOOTINGS): SIMPLE LOWER
BOUNDS 281 8.2.1 EFFECTIVE STRESS ANALYSIS: (TAU/SIGMA ) MAX = TAN PHI
FAILURE CRITERION 282 8.2.2 SHORT-TERM, TOTAL STRESS ANALYSIS: TAU MAX =
TAU U FAILURE CRITERION 282 8.3 SIMPLE UPPER BOUND SOLUTIONS FOR SHALLOW
STRIP FOOTINGS 283 8.3.1 SHORT-TERM TOTAL STRESS ANALYSIS: TAU MAX = TAU
U FAILURE CRITERION 283 8.3.2 EFFECTIVE STRESS ANALYSIS: (TAU/SIGMA )MAX
= TAN PHI FAILURE CRITERION 284 8.4 BEARING CAPACITY ENHANCEMENT
FACTORS TO ACCOUNT FOR FOUNDATION SHAPE AND DEPTH AND SOIL WEIGHT 286
8.4.1 EFFECTIVE STRESS ANALYSIS: (TAU/SIGMA ) MA X = TAN PHI FAILURE
CRITERION 286 8.4.2 SHORT-TERM TOTAL STRESS ANALYSIS: TAU MAX = TAU U
FAILURE CRITERION 287 8.5 SIMPLE PILED FOUNDATIONS: ULTIMATE AXIAL LOADS
OF SINGLE PILES 287 8.6 PHI CRIT OR PHI PEAK ? 289 8.7 PILE GROUPS 293
8.8 LATERAL LOADS ON PILES 294 THE APPLICATION OF PLASTICITY AND LIMIT
EQUILIBRIUM METHODS TO RETAINING WALLS 233 8.4 ENGINEERING PLASTICITY
233 UPPER AND LOWER BOUNDS (SAFE AND UNSAFE SOLUTIONS) 234 FAILURE
CRITERIA FOR SOILS 235 7.3.1 (TAU/SIGMA ) MAX = TAN PHI FAILURE
CRITERION 235 7.3.2 PHI CRIT OR PHI PEAK ? 236 7.3.3 TAU MA X = TAU U
FAILURE CRITERION 236 8.5 RETAINING WALLS 237 CALCULATION OF LIMITING
LATERAL EARTH 8.6 PRESSURES 241 8.7 DEVELOPMENT OF SIMPLE STRESS FIELD
(LOWER 8.8 8.8.1 EFFECTIVE STRESS ANALYSIS: (TAU/SIGMA ) MA X = TAN PHI
FAILURE CRITERION 295 8.8.2 TOTAL STRESS ANALYSIS:TAU MAX = TAU U
FAILURE CRITERION 296 8.9 INTRODUCTORY SLOPE STABILITY: THE INFINITE
SLOPE 297 8.10 ANALYSIS OF A MORE GENERAL SLOPE 300 8.10.1 TOTAL STRESS
ANALYSIS FOR THE UN DRAINED STABILITY OF SLOPES IN CLAYS 300 8.10.2
EFFECTIVE STRESS ANALYSIS OF A GENERAL SLOPE WITH A CIRCULAR SLIP
SURFACE 302 8.10.3 NON-CIRCULAR SLIPS 304 KEY POINTS 307 QUESTIONS 308
REFERENCES 310 9 CALCULATION OF BEARING CAPACITY FACTORS AND EARTH
PRESSURE COEFFICIENTS FOR MORE DIFFICULT CASES, USING PLASTICITY METHODS
312 9.1 INTRODUCTION AND OBJECTIVES 312 9.2 STRESS DISCONTINUITIES: PHI
ANALYSIS 313 9.3 STRESS DISCONTINUITIES: TAU U ANALYSIS 314 9.4
APPLICATION TO STRESS ANALYSIS 315 9.4.1 GENERAL APPROACH 315 9.4.2
VISUALIZATION OF STRESS FIELDS USING CHARACTERISTIC DIRECTIONS 316 9.5
SHALLOW FOUNDATIONS 317 9.5.1 CALCULATION OF IMPROVED BEARING CAPACITY
FACTOR FOR A SHALLOW FOUND- ATION SUBJECTED TO A VERTICAL LOAD:
EFFECTIVE STRESS (PHI ) ANALYSIS 317 9.5.2 CALCULATION OF IMPROVED
BEARING CAPACITY FACTOR FOR A SHALLOW FOUND- ATION SUBJECTED TO A
VERTICAL LOAD: TOTAL STRESS (TAU U ) ANALYSIS 318 9.6 CALCULATION OF
EARTH PRESSURE COEFFICIENTS FOR ROUGH RETAINING WALLS 324 9.6.1 WALL
FRICTION: EFFECTIVE STRESS (PHI ) ANALYSIS 324 9.6.2 WALL ADHESION:
TOTAL STRESS (TAU U ) ANALYSIS 327 9.7 SLOPING BACKFILL 329 9.7.1
EFFECTIVE STRESS (PHI ) ANALYSIS 329 9.7.2 TOTAL STRESS (TAU U )
ANALYSIS 329 9.8 A WALL WITH A SLOPING (BATTERED) BACK 330 9.8.1
EFFECTIVE STRESS (PHI ) ANALYSIS 331 9.8.2 TOTAL STRESS (TAU U )
ANALYSIS 331 9.9 IMPROVED UPPER BOUNDS FOR SHALLOW FOUNDATIONS 334 9.9.1
TOTAL STRESS (TAU U ) ANALYSIS 334 9.9.2 EFFECTIVE STRESS (PHI )
ANALYSIS 337 KEY POINTS QUESTIONS REFERENCE 338 339 340 10 PARTICULAR
TYPES OF EARTH RETAINING SYSTEM 341 10.1 INTRODUCTION AND OBJECTIVES 341
10.2 EMBEDDED RETAINING WALLS UNDER WORKING CONDITIONS 341 10.3
CALCULATION OF DESIGN BENDING MOMENTS AND PROP LOADS 344 10.4 EMBEDDED
WALLS RETAINING CLAY SOILS 345 10.4.1 TIME-SCALE OVER WHICH UN DRAINED
CONDITIONS APPLY 345 10.4.2 EFFECT OF HIGH IN SITU LATERAL STRESSES 346
10.5 GEOSTRUCTURAL MECHANISM TO ESTIMATE WALL MOVEMENT UNDER WORKING
CONDITIONS 353 10.6 EFFECT OF RELATIVE SOIL: WALL STIFFNESS 356 10.6.1
MODEL TESTS ON WALLS IN DRY SAND 356 10.6.2 ANALYTICAL METHODS 357
10.6.3 SOIL/WALL STIFFNESS: A GENERAL APPROACH 359 10.7 COMPACTION
STRESSES BEHIND BACKFILLED WALLS 362 10.7.1 FREE-DRAINING SOILS 362
10.7.2 CLAYS 366 10.8 STRIP LOADS 366 10.9 MULTI-PROPPED EMBEDDED WALLS
367 10.10 REINFORCED SOIL WALLS 367 10.11 TUNNELS 369 10.11.1 STRESS
ANALYSIS OF A TUNNEL OF CIRCULAR CROSS-SECTION 371 10.11.2 COLLAPSE OF
TUNNELS IN CLAY: SHORT-TERM TOTAL STRESS ANALYSIS 372 10.11.3 COLLAPSE
OF TUNNELS: EFFECTIVE STRESS ANALYSIS 372 10.11.4 COLLAPSE OF TUNNEL
HEADINGS 373 10.11.5 GROUND MOVEMENTS DUE TO TUNNELLING 374 KEY POINTS
375 QUESTIONS 375 REFERENCES 378 11 MODELLING, IN SITU TESTING AND
GROUND IMPROVEMENT 380 11.1 INTRODUCTION AND OBJECTIVES 380 11.2
MODELLING 380 11.2.1 NUMERICAL MODELLING 381 11.2.2 PHYSICAL MODELLING:
GEOTECHNICAL CENTRIFUGE TESTING 385 11.3 IN SITU TESTING 389 11.3.1 THE
STANDARD PENETRATION TEST 389 11.3.2 THE CONE PENETROMETER TEST 392
11.3.3 PRESSUREMETER TESTS 394 11.3.4 THE VANE SHEAR TEST 401 11.3.5 THE
PLATE BEARING TEST 402 GROUND IMPROVEMENT TECHNIQUES 403 11.4.1
ELECTRO-OSMOSIS 403 11.4.2 GROUND FREEZING 405 11.4.3 GROUTING 406
11.4.4 PRELOADING 407 11.4.5 SURFACE COMPACTION 407 11.4.6 HEAVY TAMPING
408 11.4.7 CEMENT AND LIME STABILIZATION 408 11.4.8 SOIL REINFORCEMENT
METHODS 409 11.4.9 ASSESSING THE SUCCESS OF GROUND IMPROVEMENT
TECHNIQUES 410 KEY POINTS 410 QUESTIONS 411 REFERENCES 412 INDEX 415
|
| any_adam_object | 1 |
| author | Powrie, William |
| author_facet | Powrie, William |
| author_role | aut |
| author_sort | Powrie, William |
| author_variant | w p wp |
| building | Verbundindex |
| bvnumber | BV011216943 |
| callnumber-first | T - Technology |
| callnumber-label | TA710 |
| callnumber-raw | TA710 |
| callnumber-search | TA710 |
| callnumber-sort | TA 3710 |
| callnumber-subject | TA - General and Civil Engineering |
| classification_rvk | ZI 6130 |
| ctrlnum | (OCoLC)36519565 (DE-599)BVBBV011216943 |
| dewey-full | 624.1/5136 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/5136 |
| dewey-search | 624.1/5136 |
| dewey-sort | 3624.1 45136 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| edition | 1. ed. |
| format | Book |
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| id | DE-604.BV011216943 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T18:05:58Z |
| institution | BVB |
| isbn | 0419197206 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-007525223 |
| oclc_num | 36519565 |
| open_access_boolean | |
| owner | DE-M347 DE-898 DE-BY-UBR DE-634 DE-706 |
| owner_facet | DE-M347 DE-898 DE-BY-UBR DE-634 DE-706 |
| physical | XVIII, 420 S. zahlr. Ill., graph. Darst. |
| publishDate | 1997 |
| publishDateSearch | 1997 |
| publishDateSort | 1997 |
| publisher | Spon |
| record_format | marc |
| spelling | Powrie, William Verfasser aut Soil mechanics concepts and applications William Powrie 1. ed. London [u.a.] Spon 1997 XVIII, 420 S. zahlr. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturangaben The aim of this book is to encourage students to develop an understanding of the fundamentals of soil mechanics. It builds a robust and adaptable framework of ideas to support and accommodate the more complex problems and analytical procedure that confront the practising geotechnical engineer Soil Mechanics: Concepts and Applications covers the soil mechanics and geotechnical engineering topics typically included in university courses in civil engineering and related subjects. Physical rather than mathematical arguments are used in the core sections wherever possible. The order in which the material is presented is based on the belief that students need time to assimilate new concepts, and that too many new ideas should not be introduced all at once. Main topic coverage is as follows: origins and classification of soils; soil strength; groundwater, permeability and seepage; one-dimensional compression and consolidation; soil behaviour and the triaxial test; soil settlements using elasticity methods; plasticity and limit equilibrium methods for retaining walls; foundations and slopes; bearing capacity factors and earth pressure coefficients; earth retaining systems; and modelling, in situ testing and ground improvement Many special features make the book accessible and stimulating for the student. Case histories show how sensible application of simple ideas and methods can produce successful engineering solutions. More than 50 worked examples and case studies demonstrate the concepts in real applications. Learning objectives, key points and questions enable the reader to check on understanding and progress Mecanica dos solos larpcal Sols, Mécanique des ram Soil mechanics Bodenmechanik (DE-588)4007385-3 gnd rswk-swf Bodenmechanik (DE-588)4007385-3 s DE-604 OEBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007525223&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Powrie, William Soil mechanics concepts and applications Mecanica dos solos larpcal Sols, Mécanique des ram Soil mechanics Bodenmechanik (DE-588)4007385-3 gnd |
| subject_GND | (DE-588)4007385-3 |
| title | Soil mechanics concepts and applications |
| title_auth | Soil mechanics concepts and applications |
| title_exact_search | Soil mechanics concepts and applications |
| title_full | Soil mechanics concepts and applications William Powrie |
| title_fullStr | Soil mechanics concepts and applications William Powrie |
| title_full_unstemmed | Soil mechanics concepts and applications William Powrie |
| title_short | Soil mechanics |
| title_sort | soil mechanics concepts and applications |
| title_sub | concepts and applications |
| topic | Mecanica dos solos larpcal Sols, Mécanique des ram Soil mechanics Bodenmechanik (DE-588)4007385-3 gnd |
| topic_facet | Mecanica dos solos Sols, Mécanique des Soil mechanics Bodenmechanik |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007525223&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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