Excavations and foundations in soft soils:
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| Main Authors: | , |
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| Format: | Book |
| Language: | English |
| Published: |
Berlin ; Heidelberg ; New York
Springer
2006
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| Subjects: | |
| Online Access: | Inhaltstext Inhaltsverzeichnis |
| Item Description: | Literaturangaben |
| Physical Description: | XXII, 576 S. Ill., graph. Darst. 24 cm |
| ISBN: | 9783540328940 3540328947 |
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MARC
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| 100 | 1 | |a Kempfert, Hans-Georg |d 1945- |e Verfasser |0 (DE-588)11078023X |4 aut | |
| 245 | 1 | 0 | |a Excavations and foundations in soft soils |c Hans-Georg Kempfert ; Berhane Gebreselassie |
| 264 | 1 | |a Berlin ; Heidelberg ; New York |b Springer |c 2006 | |
| 300 | |a XXII, 576 S. |b Ill., graph. Darst. |c 24 cm | ||
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| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Literaturangaben | ||
| 650 | 4 | |a Excavation | |
| 650 | 4 | |a Foundations | |
| 650 | 4 | |a Soil mechanics | |
| 650 | 4 | |a Soil stabilization | |
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| _version_ | 1804136247923310592 |
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| adam_text | HANS-GEORG KEMPFERT BERHANE GEBRESELASSIE EXCAVATIONS AND FOUNDATIONS IN
SOFT SOILS WITH421 FIGURES 4Y SPRINGER TABLE OF CONTENTS PREFACE V TABLE
OF CONTENTS VII SYMBOLS AND ABBREVATIONS XIII 1 INTRODUCTION 1 1.1
GENERAL 1 1.2 SAFETY REGULATIONS IN GEOTECHNICAL ENGINEERING 5 1.2.1 THE
ULTIMATE AND SERVICEABILITY LIMIT STATES 5 1.2.2 TOTAL SAFETY CONCEPT 5
1.2.3 PARTIAL SAFETY CONCEPT AND THE GERMAN CODE 5 1.2.4 EUROPEAN CODE
OF STANDARD 7 1.2.5 COMPARISON BETWEEN EUROCODE EC 7-1 AND GERMAN CODE
DIN 1054...8 2 MATERIAL PROPERTIES OF SOFT SOILS 11 2.1 GENERAL 11 2.2
SAMPLING 11 2.3 BASIC INDEX PROPERTIES 15 2.4 COMPRESSION PROPERTIES 17
2.4.1 GENERAL 17 2.4.2 ONE-DIMENSIONAL COMPRESSION 19 2.4.3 TWO AND
THREE-DIMENSIONAL COMPRESSION 27 2.5 STRENGTH PROPERTIES 29 2.5.1
GENERAL 29 2.5.2 TOTAL AND EFFECTIVE STRESS ANALYSIS 33 2.5.3 UNDRAINED
STRENGTH 41 2.5.4 DRAINED STRENGTH 50 2.6 DEFORMATION PROPERTIES 51
2.6.1 GENERAL 51 2.6.2 DRAINED AND UNDRAINED BEHAVIOUR 52 2.6.3 EFFECT
OF DEPTH ON MODULUS OF ELASTICITY 53 VIII TABLE OF CONTENTS 2.6.4 EFFECT
OF ANISOTROPY ONMODULUSOF ELASTICITY 54 2.6.5 CONSTRAINED MODULUS FROM
ONE-DIMENSIONAL COMPRESSION 55 2.6.6 UNLOADING/RELOADING MODULUS OF
ELASTICITY 55 3 CONSTITUTIVE SOIL MODELS AND SOIL PARAMETERS 57 3.1
CONSTITUTIVE SOIL MODELS 57 3.1.1 INTRODUCTION 57 3.1.2 LINEAR ELASTIC
STRESS-STRAIN LAW 57 3.1.3 NON-LINEAR ELASTIC STRESS-STRAIN LAW 58 3.1.4
VARIABLE ELASTIC STRESS-STRAIN LAW 58 3.1.5 ELASTO-PLASTIC STRESS-STRAIN
LAW 59 3.1.6 ELASTO-VISCO-PLASTICITY 64 3.1.7 HYPOPLASTICITY 65 3.1.8
CAP MODELS 67 3.1.9 THE CONSTITUTIVE SOIL MODELS USED IN PLAXIS
FE-PROGRAM 68 3.1.10 REQUIREMENT FOR CONSTITUTIVE SOIL MODELS - EXAMPLE
EXCAVATION 70 3.1.10 CONSTITUTIVE RELATIONS FOR INTERFACE ELEMENTS 71
3.2 DERIVATION OF SOIL PARAMETERS FOR NUMERICAL ANALYSIS 71 3.2.1
GENERAL 71 3.2.2 DETERMINATION OF COMPRESSION PARAMETERS 71 3.2.3
DETERMINATION OF STRENGTH PARAMETERS 78 3.2.4 DEFORMATION PARAMETERS
UNDER DEVIATORIC LOADING CONDITION 89 3.2.5 CONTACT BEHAVIOUR BETWEEN
WALL MATERIAL AND SOFT SOIL 99 3.3 CALIBRATION OF SOIL PARAMETERS 103
3.3.1 DRAINED TEST BEHAVIOUR 103 3.3.2 UNDRAINED TEST BEHAVIOUR 111 4
SUPPORTED EXCAVATIONS IN SOFT SOIL DEPOSITS 117 4.1 GENERAL 117 4.2
UNSUPPORTED EXCAVATIONS 118 4.3 EXCAVATION RETAINING SYSTEMS IN SOFT
SOILS 120 4.3.1 TYPE OF WALL 120 4.3.2 TYPE OF WALL SUPPORT 121 4.3.3
RECOMMENDATIONS FOR RETAINING STRUCTURES ACCORDING TO EAB 122 4.4
BEHAVIOUR OF EXCAVATIONS 126 4.4.1 GENERAL 126 4.4.2 EARTH PRESSURE,
REACTION AND SECTION FORCES 128 4.4.3 MOVEMENTS IN AND AROUND AN
EXCAVATION 134 4.4.4 EXCAVATION STABILITY IN SOFT SOILS 141 4.5
EXECUTION OF EXCAVATIONS 144 4.6 SAFETY FACTOR IN DESIGN OF RETAINING
STRUCTURES 149 4.7. DRAINED/UNDRAINED ANALYSIS OF EXCAVATION 152 4.7.1
GENERAL 152 4.7.2 IS DRAINED OR UNDRAINED BEHAVIOUR MOST CRITICAL FOR
DESIGN OF SUPPORTED EXCAVATIONS? 153 4.7.3 THE TIME LIMIT FOR UNDRAINED
AND DRAINED CONDITION 155 4.7.4 DETERMINATION OF THE EARTH PRESSURE IN
SHORT TERM USING THE EFFECTIVE STRENGTH AND THE PORE PRESSURE PARAMETERS
156 4.7.5 EARTH PRESSURE IN SHORT TERM USING THE UNDRAINED STRENGTH 158
4.7.6 COMPARISON OF THE DIFFERENT APPROACHES 160 4.8 STRESS PATHS IN
EXCAVATIONS 164 4.9 SOME REVIEWS OF FE-ANALYSIS OF EXCAVATIONS 169 4.9.1
GENERAL 169 4.9.2 FACTORS AFFECTING THE PERFORMANCE OF EXCAVATIONS 170
4.10 PARAMETER STUDY 173 4.10.1 GENERAL 173 4.10.2 SYSTEM GEOMETRY 174
4.10.3 SENSITIVITY STUDY OF THE HARDENING SOIL MODEL PARAMETERS 177
4.10.4 EFFECT OF BERMS ON DEFORMATION OF EXCAVATIONS 185 4.10.5 EFFECT
OF THE BOTTOM SUPPORT 187 4.10.6 COMPARISON OF DRAINED AND UNDRAINED
ANALYSIS 188 4.10.7 MOBILIZATION OF THE PASSIVE RESISTANCE OF A COHESIVE
SOIL 191 4.11 GERMAN RECOMMENDATION FOR EXCAVATION IN SOFT SOILS 197
4.11.1 GENERAL 197 4.11.2 THE SHEAR STRENGTH AND THE COEFFICIENT OF
EARTH PRESSURE AT REST 197 4.11.3 EARTH PRESSURES AND REACTIONS 200
4.11.4 WATER PRESSURE 204 4.11.5 EMBEDMENT DEPTH AND SECTION FORCES 206
4.11.6 BASALFAILURE 207 4.11.7 DRAINAGE MEASURES IN EXCAVATION 211
4.12CASEHISTORIES 211 4.12.1 GENERAL 211 4.12.2 PROJECT-I: DAMGASSE -
CONSTANCE 212 4.12.3 PROJECT-II: MARKGRAFENSTRASSE - CONSTANCE 239
4.12.4 PROJECT-III: SEEUFERHAUS - CONSTANCE 255 4.12.5 PROJECT-IV:
SEEARKADEN STARNBERG 262 4.12.6 PROJECT-V: KARSTADT BUILDING IN
ROSENHEIM 267 5 SHALLOW FOUNDATIONS ON SOFT SOILS 275 5.1 GENERAL 275
5.2 HISTORICAL FOUNDATION ON SOFT SOIL DEPOSITS 275 TABLE OF CONTENTS
5.3 TYPE OF SHALLOW FOUNDATIONS 278 5.4 SETTLEMENT CALCULATIONS - THE
SERVICEABILITY LIMIT STATE 280 5.4.1 SOFT SOILS DEFORMATION BEHAVIOUR
AND CALCULATION METHODS 280 5.4.2 STRESSES AND SETTLEMENTS DUE TO
EXTERNAL LOAD 280 5.4.3 TIME SETTLEMENT BEHAVIOUR, MAGNITUDE AND
COMPONENTS OF SETTLEMENTS OF SHALLOW FOUNDATIONS 286 5.4.4 ALLOWABLE
SETTLEMENTS, TILTS AND ANGULAR DISTORTIONS 297 5.5 CASE HISTORIES OF
BUILDINGS ONRAFT FOUNDATIONS 310 5.5.1 GENERAL 310 5.5.2 SOIL CONDITION
310 5.5.3 REVIEW OF SETTLEMENT OBSERVATIONS 311 5.5.4 SUMMARY OF THE
BACK ANALYSES RESULTS 321 5.5.5 EFFECT OF LOAD INCREMENT AND RATE ON
SETTLEMENT PREDICTION 323 5.6 TWO CASE HISTORIES WITH EXCESSIVE
SETTLEMENTS 326 5.6.1 GENERAL 326 5.6.2 CASE A: OFFICE BUILDING 327
5.6.3 CASE B: STORAGE TANKS 329 5.6.4 NUMERICAL ANALYSIS 330 5.7 CASE
HISTORY OF AN EMBANKMENT 331 5.8 CASE HISTORY OF SETTLEMENT DUE TO
SHRINKAGE 333 5.9 SAFETY OF SHALLOW FOUNDATIONS 336 5.10 DESIGN OFRAFT
FOUNDATION 337 5.10.1 GENERAL 337 5.10.2 PARAMETER STUDY 338 5.10.3
NUMERICAL ANALYSIS USING THE FEM 340 5.10.4 VERIFICATION OF THE MODIFIED
SUBGRADE REACTION METHOD ON SELECTIVE PROJECTS 342 5.10.5 EFFECT OF
CREEP OF THE SOIL ON FLEXURAL STRESS OF A PLATE 346 5.11 SUMMARY AND
RECOMMENDATIONS 346 6 PILE FOUNDATION 349 6.1 INTRODUCTION 349 6.2 PILE
TYPES AND CONSTRUCTION METHODS 350 6.2.1 SELECTION OF APPROPRIATE PILE
TYPE 350 6.2.2 DISPLACEMENT PILES 352 6.2.3 BORED PILES 367 6.2.4
MICROPILES 378 6.3 PILE BEARING BEHAVIOUR 381 6.4 AXIAL PILE RESISTANCE
385 6.4.1 GENERAL 385 6.4.2 PILE RESISTANCE FROM STATIC LOAD TESTS 385
6.4.3 DYNAMIC PILE TESTING 393 6.4.4 PILE RESISTANCE AGAINST HORIZONTAL
LOADINGS 395 6.4.5 DETERMINATION OF PILE RESISTANCE 395 6.4.6 CHANGE OF
THE BEARING CAPACITY OF PILES WITH TIME 410 6.5 NEGATIVE SKIN FRICTION
412 6.5.1 GENERAL 412 6.5.2 NEUTRAL POINT 414 6.5.3 ACTIONS ARISING FROM
NEGATIVE SKIN FRICTION 415 6.6 LATERAL LOADS AND SETTLEMENT BENDING 419
6.8 SPECIAL PILE FOUNDATIONS IN DEEP SOFT SOIL DEPOSITS 422 6.9 RAFT
FOUNDATION ON FLOATING INJECTION PILES (RFIP) 424 6.10 CASE HISTORIES ON
RFIP-FOUNDATION SYSTEM 427 6.10.1 GENERAL 427 6.10.2 PROJECT I
(RFIP-FOUNDATION SYSTEM) 428 6.10.3 PROJECT II (RFIP) 432 6.10.4 PROJECT
III (FLOATING DISPLACEMENT PILES) 449 6.10.5 PROJECT IV (EXCAVATION AND
OLD BUILDING STABILISATION WITH RFIP) ....453 6.10.6 SUMMARY 459 7 SOIL
STABILISATION WITH COLUMN-LIKE ELEMENTS 461 7.1 GENERAL 461 7.2
REINFORCED EMBANKMENTS ONPILE-LIKE ELEMENTS 461 7.2.1 GENERAL 461 7.2.2
LOAD TRANSFER MECHANISM 463 7.3 STONE COLUMNS AND SAND COMPACTION PILES
467 7.3.1 GENERAL 467 7.3.2 PRINCIPLES OF DESIGN AND ANALYSIS 468 7.4
GEOTEXTILE ENCASED SAND/GRAVEL COLUMNS (GEC) 474 7.4.1 GENERAL 474 7.4.2
INSTALLATION METHOD 474 7.4.2 THE BEARING SYSTEM OF THE GEC 476 7.4.3
THE ANALYTICAL CALCULATION APPROACH 477 7.5 CSV METHOD 481 7.5.1 GENERAL
481 7.5.2 THE METHOD OF INSTALLATION 482 7.5.3 THE BEARING SYSTEM 483
7.5.4 DESIGN AND ANALYSIS 484 7.6 DEEP MIXING METHOD (DMM) 487 XII TABLE
OF CONTENTS 7.6.1 INTRODUCTION 487 7.6.2 DRY DEEP MIXING METHOD 488
7.6.3 WET DEEP MIXING METHOD 493 7.6.4 JET PILE METHOD 500 7.7
UNREINFORCED PILE LIKE ELEMENTS 501 7.7.1 GROUTED STONE/GRAVEL COLUMN
501 7.7.2 READY-MIXED MORTAR COLUMNS 502 7.7.3 UNREINFORCED CONCRETE
COLUMNS 502 7.8 DISPLACEMENT AND BORED PILES 503 7.9 CASE HISTORIES 503
7.9.1 MUEHLENBERGER LOCH - GEOTEXTILE-ENCASED SAND COLUMNS (GEC) 503
7.9.2 HAMBURG-BERLIN RAILWAY LINE: REINFORCED EMBANKMENT ON PILE LIKE
ELEMENTS 508 7.9.3 CITY ROAD TRASA ZIELONA IN LUBLIN-POLEN: WET DEEP
SOIL MIXING 515 7.9.4 AMULTISTORY BUILDING ON WET DEEP MIXING COLUMNS
515 7.9.5 PAD AND STRIP FOUNDATIONS ON WET DEEP MIXING COLUMNS 517 7.9.6
HIGHWAY BRIDGES SUPPORTED ON WET DEEP MIXING COLUMNS 518 7.9.7
RESTORATION OF AN OFFSHORE RETAINING WALL WITH CSV-COLUMNS 518 7.9.8
STABILISATION OF 5-STOREY BUILDING FOUNDATION AND UNDERGROUND PARKING
WITH CSV-COLUMNS 521 REFERENCES 525 INDEX 551
|
| adam_txt |
HANS-GEORG KEMPFERT BERHANE GEBRESELASSIE EXCAVATIONS AND FOUNDATIONS IN
SOFT SOILS WITH421 FIGURES 4Y SPRINGER TABLE OF CONTENTS PREFACE V TABLE
OF CONTENTS VII SYMBOLS AND ABBREVATIONS XIII 1 INTRODUCTION 1 1.1
GENERAL 1 1.2 SAFETY REGULATIONS IN GEOTECHNICAL ENGINEERING 5 1.2.1 THE
ULTIMATE AND SERVICEABILITY LIMIT STATES 5 1.2.2 TOTAL SAFETY CONCEPT 5
1.2.3 PARTIAL SAFETY CONCEPT AND THE GERMAN CODE 5 1.2.4 EUROPEAN CODE
OF STANDARD 7 1.2.5 COMPARISON BETWEEN EUROCODE EC 7-1 AND GERMAN CODE
DIN 1054.8 2 MATERIAL PROPERTIES OF SOFT SOILS 11 2.1 GENERAL 11 2.2
SAMPLING 11 2.3 BASIC INDEX PROPERTIES 15 2.4 COMPRESSION PROPERTIES 17
2.4.1 GENERAL 17 2.4.2 ONE-DIMENSIONAL COMPRESSION 19 2.4.3 TWO AND
THREE-DIMENSIONAL COMPRESSION 27 2.5 STRENGTH PROPERTIES 29 2.5.1
GENERAL 29 2.5.2 TOTAL AND EFFECTIVE STRESS ANALYSIS 33 2.5.3 UNDRAINED
STRENGTH 41 2.5.4 DRAINED STRENGTH 50 2.6 DEFORMATION PROPERTIES 51
2.6.1 GENERAL 51 2.6.2 DRAINED AND UNDRAINED BEHAVIOUR 52 2.6.3 EFFECT
OF DEPTH ON MODULUS OF ELASTICITY 53 VIII TABLE OF CONTENTS 2.6.4 EFFECT
OF ANISOTROPY ONMODULUSOF ELASTICITY 54 2.6.5 CONSTRAINED MODULUS FROM
ONE-DIMENSIONAL COMPRESSION 55 2.6.6 UNLOADING/RELOADING MODULUS OF
ELASTICITY 55 3 CONSTITUTIVE SOIL MODELS AND SOIL PARAMETERS 57 3.1
CONSTITUTIVE SOIL MODELS 57 3.1.1 INTRODUCTION 57 3.1.2 LINEAR ELASTIC
STRESS-STRAIN LAW 57 3.1.3 NON-LINEAR ELASTIC STRESS-STRAIN LAW 58 3.1.4
VARIABLE ELASTIC STRESS-STRAIN LAW 58 3.1.5 ELASTO-PLASTIC STRESS-STRAIN
LAW 59 3.1.6 ELASTO-VISCO-PLASTICITY 64 3.1.7 HYPOPLASTICITY 65 3.1.8
CAP MODELS 67 3.1.9 THE CONSTITUTIVE SOIL MODELS USED IN PLAXIS
FE-PROGRAM 68 3.1.10 REQUIREMENT FOR CONSTITUTIVE SOIL MODELS - EXAMPLE
EXCAVATION 70 3.1.10 CONSTITUTIVE RELATIONS FOR INTERFACE ELEMENTS 71
3.2 DERIVATION OF SOIL PARAMETERS FOR NUMERICAL ANALYSIS 71 3.2.1
GENERAL 71 3.2.2 DETERMINATION OF COMPRESSION PARAMETERS 71 3.2.3
DETERMINATION OF STRENGTH PARAMETERS 78 3.2.4 DEFORMATION PARAMETERS
UNDER DEVIATORIC LOADING CONDITION 89 3.2.5 CONTACT BEHAVIOUR BETWEEN
WALL MATERIAL AND SOFT SOIL 99 3.3 CALIBRATION OF SOIL PARAMETERS 103
3.3.1 DRAINED TEST BEHAVIOUR 103 3.3.2 UNDRAINED TEST BEHAVIOUR 111 4
SUPPORTED EXCAVATIONS IN SOFT SOIL DEPOSITS 117 4.1 GENERAL 117 4.2
UNSUPPORTED EXCAVATIONS 118 4.3 EXCAVATION RETAINING SYSTEMS IN SOFT
SOILS 120 4.3.1 TYPE OF WALL 120 4.3.2 TYPE OF WALL SUPPORT 121 4.3.3
RECOMMENDATIONS FOR RETAINING STRUCTURES ACCORDING TO EAB 122 4.4
BEHAVIOUR OF EXCAVATIONS 126 4.4.1 GENERAL 126 4.4.2 EARTH PRESSURE,
REACTION AND SECTION FORCES 128 4.4.3 MOVEMENTS IN AND AROUND AN
EXCAVATION 134 4.4.4 EXCAVATION STABILITY IN SOFT SOILS 141 4.5
EXECUTION OF EXCAVATIONS 144 4.6 SAFETY FACTOR IN DESIGN OF RETAINING
STRUCTURES 149 4.7. DRAINED/UNDRAINED ANALYSIS OF EXCAVATION 152 4.7.1
GENERAL 152 4.7.2 IS DRAINED OR UNDRAINED BEHAVIOUR MOST CRITICAL FOR
DESIGN OF SUPPORTED EXCAVATIONS? 153 4.7.3 THE TIME LIMIT FOR UNDRAINED
AND DRAINED CONDITION 155 4.7.4 DETERMINATION OF THE EARTH PRESSURE IN
SHORT TERM USING THE EFFECTIVE STRENGTH AND THE PORE PRESSURE PARAMETERS
156 4.7.5 EARTH PRESSURE IN SHORT TERM USING THE UNDRAINED STRENGTH 158
4.7.6 COMPARISON OF THE DIFFERENT APPROACHES 160 4.8 STRESS PATHS IN
EXCAVATIONS 164 4.9 SOME REVIEWS OF FE-ANALYSIS OF EXCAVATIONS 169 4.9.1
GENERAL 169 4.9.2 FACTORS AFFECTING THE PERFORMANCE OF EXCAVATIONS 170
4.10 PARAMETER STUDY 173 4.10.1 GENERAL 173 4.10.2 SYSTEM GEOMETRY 174
4.10.3 SENSITIVITY STUDY OF THE HARDENING SOIL MODEL PARAMETERS 177
4.10.4 EFFECT OF BERMS ON DEFORMATION OF EXCAVATIONS 185 4.10.5 EFFECT
OF THE BOTTOM SUPPORT 187 4.10.6 COMPARISON OF DRAINED AND UNDRAINED
ANALYSIS 188 4.10.7 MOBILIZATION OF THE PASSIVE RESISTANCE OF A COHESIVE
SOIL 191 4.11 GERMAN RECOMMENDATION FOR EXCAVATION IN SOFT SOILS 197
4.11.1 GENERAL 197 4.11.2 THE SHEAR STRENGTH AND THE COEFFICIENT OF
EARTH PRESSURE AT REST 197 4.11.3 EARTH PRESSURES AND REACTIONS 200
4.11.4 WATER PRESSURE 204 4.11.5 EMBEDMENT DEPTH AND SECTION FORCES 206
4.11.6 BASALFAILURE 207 4.11.7 DRAINAGE MEASURES IN EXCAVATION 211
4.12CASEHISTORIES 211 4.12.1 GENERAL 211 4.12.2 PROJECT-I: DAMGASSE -
CONSTANCE 212 4.12.3 PROJECT-II: MARKGRAFENSTRASSE - CONSTANCE 239
4.12.4 PROJECT-III: SEEUFERHAUS - CONSTANCE 255 4.12.5 PROJECT-IV:
SEEARKADEN STARNBERG 262 4.12.6 PROJECT-V: KARSTADT BUILDING IN
ROSENHEIM 267 5 SHALLOW FOUNDATIONS ON SOFT SOILS 275 5.1 GENERAL 275
5.2 HISTORICAL FOUNDATION ON SOFT SOIL DEPOSITS 275 TABLE OF CONTENTS
5.3 TYPE OF SHALLOW FOUNDATIONS 278 5.4 SETTLEMENT CALCULATIONS - THE
SERVICEABILITY LIMIT STATE 280 5.4.1 SOFT SOILS DEFORMATION BEHAVIOUR
AND CALCULATION METHODS 280 5.4.2 STRESSES AND SETTLEMENTS DUE TO
EXTERNAL LOAD 280 5.4.3 TIME SETTLEMENT BEHAVIOUR, MAGNITUDE AND
COMPONENTS OF SETTLEMENTS OF SHALLOW FOUNDATIONS 286 5.4.4 ALLOWABLE
SETTLEMENTS, TILTS AND ANGULAR DISTORTIONS 297 5.5 CASE HISTORIES OF
BUILDINGS ONRAFT FOUNDATIONS 310 5.5.1 GENERAL 310 5.5.2 SOIL CONDITION
310 5.5.3 REVIEW OF SETTLEMENT OBSERVATIONS 311 5.5.4 SUMMARY OF THE
BACK ANALYSES RESULTS 321 5.5.5 EFFECT OF LOAD INCREMENT AND RATE ON
SETTLEMENT PREDICTION 323 5.6 TWO CASE HISTORIES WITH EXCESSIVE
SETTLEMENTS 326 5.6.1 GENERAL 326 5.6.2 CASE A: OFFICE BUILDING 327
5.6.3 CASE B: STORAGE TANKS 329 5.6.4 NUMERICAL ANALYSIS 330 5.7 CASE
HISTORY OF AN EMBANKMENT 331 5.8 CASE HISTORY OF SETTLEMENT DUE TO
SHRINKAGE 333 5.9 SAFETY OF SHALLOW FOUNDATIONS 336 5.10 DESIGN OFRAFT
FOUNDATION 337 5.10.1 GENERAL 337 5.10.2 PARAMETER STUDY 338 5.10.3
NUMERICAL ANALYSIS USING THE FEM 340 5.10.4 VERIFICATION OF THE MODIFIED
SUBGRADE REACTION METHOD ON SELECTIVE PROJECTS 342 5.10.5 EFFECT OF
CREEP OF THE SOIL ON FLEXURAL STRESS OF A PLATE 346 5.11 SUMMARY AND
RECOMMENDATIONS 346 6 PILE FOUNDATION 349 6.1 INTRODUCTION 349 6.2 PILE
TYPES AND CONSTRUCTION METHODS 350 6.2.1 SELECTION OF APPROPRIATE PILE
TYPE 350 6.2.2 DISPLACEMENT PILES 352 6.2.3 BORED PILES 367 6.2.4
MICROPILES 378 6.3 PILE BEARING BEHAVIOUR 381 6.4 AXIAL PILE RESISTANCE
385 6.4.1 GENERAL 385 6.4.2 PILE RESISTANCE FROM STATIC LOAD TESTS 385
6.4.3 DYNAMIC PILE TESTING 393 6.4.4 PILE RESISTANCE AGAINST HORIZONTAL
LOADINGS 395 6.4.5 DETERMINATION OF PILE RESISTANCE 395 6.4.6 CHANGE OF
THE BEARING CAPACITY OF PILES WITH TIME 410 6.5 NEGATIVE SKIN FRICTION
412 6.5.1 GENERAL 412 6.5.2 NEUTRAL POINT 414 6.5.3 ACTIONS ARISING FROM
NEGATIVE SKIN FRICTION 415 6.6 LATERAL LOADS AND SETTLEMENT BENDING 419
6.8 SPECIAL PILE FOUNDATIONS IN DEEP SOFT SOIL DEPOSITS 422 6.9 RAFT
FOUNDATION ON FLOATING INJECTION PILES (RFIP) 424 6.10 CASE HISTORIES ON
RFIP-FOUNDATION SYSTEM 427 6.10.1 GENERAL 427 6.10.2 PROJECT I
(RFIP-FOUNDATION SYSTEM) 428 6.10.3 PROJECT II (RFIP) 432 6.10.4 PROJECT
III (FLOATING DISPLACEMENT PILES) 449 6.10.5 PROJECT IV (EXCAVATION AND
OLD BUILDING STABILISATION WITH RFIP) .453 6.10.6 SUMMARY 459 7 SOIL
STABILISATION WITH COLUMN-LIKE ELEMENTS 461 7.1 GENERAL 461 7.2
REINFORCED EMBANKMENTS ONPILE-LIKE ELEMENTS 461 7.2.1 GENERAL 461 7.2.2
LOAD TRANSFER MECHANISM 463 7.3 STONE COLUMNS AND SAND COMPACTION PILES
467 7.3.1 GENERAL 467 7.3.2 PRINCIPLES OF DESIGN AND ANALYSIS 468 7.4
GEOTEXTILE ENCASED SAND/GRAVEL COLUMNS (GEC) 474 7.4.1 GENERAL 474 7.4.2
INSTALLATION METHOD 474 7.4.2 THE BEARING SYSTEM OF THE GEC 476 7.4.3
THE ANALYTICAL CALCULATION APPROACH 477 7.5 CSV METHOD 481 7.5.1 GENERAL
481 7.5.2 THE METHOD OF INSTALLATION 482 7.5.3 THE BEARING SYSTEM 483
7.5.4 DESIGN AND ANALYSIS 484 7.6 DEEP MIXING METHOD (DMM) 487 XII TABLE
OF CONTENTS 7.6.1 INTRODUCTION 487 7.6.2 DRY DEEP MIXING METHOD 488
7.6.3 WET DEEP MIXING METHOD 493 7.6.4 JET PILE METHOD 500 7.7
UNREINFORCED PILE LIKE ELEMENTS 501 7.7.1 GROUTED STONE/GRAVEL COLUMN
501 7.7.2 READY-MIXED MORTAR COLUMNS 502 7.7.3 UNREINFORCED CONCRETE
COLUMNS 502 7.8 DISPLACEMENT AND BORED PILES 503 7.9 CASE HISTORIES 503
7.9.1 MUEHLENBERGER LOCH - GEOTEXTILE-ENCASED SAND COLUMNS (GEC) 503
7.9.2 HAMBURG-BERLIN RAILWAY LINE: REINFORCED EMBANKMENT ON PILE LIKE
ELEMENTS 508 7.9.3 CITY ROAD TRASA ZIELONA IN LUBLIN-POLEN: WET DEEP
SOIL MIXING 515 7.9.4 AMULTISTORY BUILDING ON WET DEEP MIXING COLUMNS
515 7.9.5 PAD AND STRIP FOUNDATIONS ON WET DEEP MIXING COLUMNS 517 7.9.6
HIGHWAY BRIDGES SUPPORTED ON WET DEEP MIXING COLUMNS 518 7.9.7
RESTORATION OF AN OFFSHORE RETAINING WALL WITH CSV-COLUMNS 518 7.9.8
STABILISATION OF 5-STOREY BUILDING FOUNDATION AND UNDERGROUND PARKING
WITH CSV-COLUMNS 521 REFERENCES 525 INDEX 551 |
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| discipline | Maschinenbau / Maschinenwesen Bauingenieurwesen |
| discipline_str_mv | Maschinenbau / Maschinenwesen Bauingenieurwesen |
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| illustrated | Illustrated |
| index_date | 2024-07-02T16:39:44Z |
| indexdate | 2024-07-09T20:53:22Z |
| institution | BVB |
| isbn | 9783540328940 3540328947 |
| language | English |
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| physical | XXII, 576 S. Ill., graph. Darst. 24 cm |
| publishDate | 2006 |
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| spelling | Kempfert, Hans-Georg 1945- Verfasser (DE-588)11078023X aut Excavations and foundations in soft soils Hans-Georg Kempfert ; Berhane Gebreselassie Berlin ; Heidelberg ; New York Springer 2006 XXII, 576 S. Ill., graph. Darst. 24 cm txt rdacontent n rdamedia nc rdacarrier Literaturangaben Excavation Foundations Soil mechanics Soil stabilization Bodenmechanik (DE-588)4007385-3 gnd rswk-swf Weicher Boden (DE-588)4274350-3 gnd rswk-swf Baugrube (DE-588)4004790-8 gnd rswk-swf Weicher Boden (DE-588)4274350-3 s Bodenmechanik (DE-588)4007385-3 s DE-604 Baugrube (DE-588)4004790-8 s Gebreselassie, Berhane Verfasser aut text/html http://deposit.dnb.de/cgi-bin/dokserv?id=2777944&prov=M&dok_var=1&dok_ext=htm Inhaltstext HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015462376&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Kempfert, Hans-Georg 1945- Gebreselassie, Berhane Excavations and foundations in soft soils Excavation Foundations Soil mechanics Soil stabilization Bodenmechanik (DE-588)4007385-3 gnd Weicher Boden (DE-588)4274350-3 gnd Baugrube (DE-588)4004790-8 gnd |
| subject_GND | (DE-588)4007385-3 (DE-588)4274350-3 (DE-588)4004790-8 |
| title | Excavations and foundations in soft soils |
| title_auth | Excavations and foundations in soft soils |
| title_exact_search | Excavations and foundations in soft soils |
| title_exact_search_txtP | Excavations and foundations in soft soils |
| title_full | Excavations and foundations in soft soils Hans-Georg Kempfert ; Berhane Gebreselassie |
| title_fullStr | Excavations and foundations in soft soils Hans-Georg Kempfert ; Berhane Gebreselassie |
| title_full_unstemmed | Excavations and foundations in soft soils Hans-Georg Kempfert ; Berhane Gebreselassie |
| title_short | Excavations and foundations in soft soils |
| title_sort | excavations and foundations in soft soils |
| topic | Excavation Foundations Soil mechanics Soil stabilization Bodenmechanik (DE-588)4007385-3 gnd Weicher Boden (DE-588)4274350-3 gnd Baugrube (DE-588)4004790-8 gnd |
| topic_facet | Excavation Foundations Soil mechanics Soil stabilization Bodenmechanik Weicher Boden Baugrube |
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