Small-strain stiffness of soils and its numerical consequences:
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| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Stuttgart
2007
|
| Series: | Mitteilung / Institut für Geotechnik Stuttgart
55 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Item Description: | Zugl.: Stuttgart, Univ., Diss., 2006 |
| Physical Description: | VIII, 187 S. Ill., graph. Darst. |
| ISBN: | 9783921837559 |
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| adam_text | SMALL-STRAIN STIFFNESS OF SOILS AND ITS NUMERICAL CONSEQUENCES VON DER
FAKULTAET FUER BAU- UND UMWELTINGENIEURWISSENSCHAFTEN DER UNIVERSITAET
STUTTGART ZUR ERLANGUNG DER WUERDE EINES DOKTORS DER
INGENIEURWISSENSCHAFTEN (DR.-ING.) GENEHMIGTE ABHANDLUNG, VORGELEGT VON
THOMAS BENZ AUS TUEBINGEN HAUPTBERICHTER: PROF. DR.-ING. PIETER A.
VERMEER MITBERICHTER: PROF. GUY T. HOULSBY, MA DSC FRENG FICE PROF.
DR.-ING. HABIL. CHRISTIAN MIEHE TAG DER MUENDLICHEN PRUEFUNG: 20.
SEPTEMBER 2006 INSTITUT FUER GEOTECHNIK DER UNIVERSITAET STUTTGART 2007
CONTENTS 1 INTRODUCTION 1 2 TERMINOLOGY AND DEFINITIONS 5 3 EXPERIMENTAL
EVIDENCE FOR SMALL-STRAIN STIFFNESS 9 3.1 SMALL-STRAIN STIFFNESS
MEASUREMENTS 10 3.1.1 LABORATORY TESTS 12 3.1.1.1 LOCAL MEASUREMENTS 12
3.1.1.2 BENDER ELEMENTS 12 3.1.1.3 RESONANT COLUMN AND TORSIONAL SHEAR
13 3.1.2 IN-SITU TESTS 14 3.1.2.1 CROSS HOLE SEISMIC 14 3.1.2.2 DOWN
HOLE SEISMICS 15 3.1.2.3 SUSPENSION LOGGING 15 3.1.2.4 SEISMIC CONE AND
SEISMIC FLAT DILATOMETER 15 3.1.2.5 SPECTRAL ANALYSIS OF SURFACE WAVES
(SASW) 15 3.2 PARAMETERS THAT AFFECT SMALL-STRAIN STIFFNESS 16 3.2.1 THE
INFLUENCE OF SHEAR STRAINS AND VOLUMETRIE STRAIN 16 3.2.2 THE INFLUENCE
OF CONFINING STRESS 19 3.2.3 THE INFLUENCE OF VOID RATIO 21 3.2.4 THE
INFLUENCE OF SOIL PLASTICITY 23 3.2.5 THE INFLUENCE OF THE
OVERCONSOLIDATION RATIO (OCR) 23 3.2.6 THE INFLUENCE OF DIAGENESIS 24
3.2.7 THE INFLUENCE OF LOADING HISTORY 25 3.2.8 THE INFLUENCE OF STRAIN
RATE AND INERTIA EFFECTS 28 3.2.9 OTHER FACTORS THAT INFLUENCE
SMALL-STRAIN STIFFNESS 30 3.3 CORRELATIONS FOR SMALL-STRAIN STIFFNESS 31
3.3.1 CORRELATIONS BETWEEN G O AND E, P AND OCR 31 3.3.2 CORRELATIONS
BETWEEN GO AND CPT, SPT AND C U 34 3.3.2.1 CONE PENETRATION (CPT) AND
STANDARD PENETRATION (SPT) . 34 3.3.2.2 ESTIMATING GO FROM CONVENTIONAL
TESTS - CHART BY ALPAN . 35 3.3.3 CORRELATIONS FOR THE STIFFNESS MODULUS
REDUETION CURVE 35 3.3.4 SUMMARY 38 CONTENTS 4 SMALL-STRAIN STIFFNESS AT
THE SOIL PARTICLE LEVEL 39 4.1 SOIL FABRIC AND SOIL STRUCTURE 39 4.2
MICROMECHANICAL CONSIDERATIONS 41 4.2.1 THE INFLUENCE OF STRAIN
AMPLITUDE 42 4.2.2 THE INFLUENCE OF CONFINING STRESS AND VOID RATIO 44
4.2.3 THE INFLUENCE OF CEMENTATION 46 4.2.4 SUMMARY 47 5 EXISTING
SMALL-STRAIN STIFFNESS CONSTITUTIVE MODELS 49 5.1 A BRIEF HISTORY OF
SMALL STRAIN MODELING 49 5.2 THE SIMPSON BRICK MODEL 50 5.3 MODELS KNOWN
FROM SOIL DYNAMICS 51 5.4 THE JARDINE MODEL 53 5.5 MULTI (OR INFINITE)
SURFACE MODELS 55 5.6 INTERGRANULAR STRAIN FOR THE HYPOPLASTIC MODEL 55
5.7 A CRITICAL REVIEW OF SMALL-STRAIN STIFFNESS MODELS REGARDING THEIR
USE IN ROUTINE DESIGN 57 6 THE SMALL-STRAIN OVERLAY MODEL 59 6.1 MODEL
FORMULATION 59 6.1.1 MATERIAL HISTORY AND HISTORY MAPPING 59 6.1.2 FROM
STRAIN HISTORY TO STIFFNESS 62 6.1.3 INITAL LOADING AND RELOADING 63
6.1.4 EFFECTS OF MEAN STRESS, VOID RATIO, AND OCR 65 6.2 A FIRST MODEL
VALIDATION IN ELEMENT TESTS 66 6.2.1 TRIAXIAL TESTS 66 6.2.2 BIAXIAL
TEST 66 6.2.3 STRAIN RESPONSE ENVELOPES 69 6.2.4 CYCLIC MOBILITY 72 6.3
THERMODYNAMIC CONSIDERATIONS 72 7 HS-SMALL, A SMALL-STRAIN EXTENSION OF
THE HARDENING SOIL MODEL 75 7.1 CONSTITUTIVE RELATIONS FOR INFINITESIMAL
PLASTICITY 75 7.2 THE HARDENING SOIL MODEL 77 7.3 THE HS-SMALL MODEL 82
7.3.1 SMALL-STRAIN FORMULATION 83 7.3.2 MOBILIZED DILATANCY 85 7.3.3
YIELD SURFACE AND PLASTIC POTENTIAL - HS-SMALL(MN) ONLY 86 7.3.4
GENERALIZED MODEL FORMULATION - HS-SMALL(MN) ONLY 91 7.4 LOCAL
INTEGRATION OF THE CONSTITUTIVE EQUATIONS 94 7.4.1 RETURN MAPPING ONTO
THE YIELD SURFACE 97 7.4.2 THE DOSEST POINT PROJECTION ALGORITHM 98
7.4.3 THE CONSISTENT ALGORITHMIC TANGENT STIFFNESS TENSOR 101 7.4.4
CORNER AND APEX PROBLEMS 101 CONTENTS 8 VALIDATION AND VERIFICATION OF
THE HS-SMALL MODEL 105 8.1 ELEMENT TESTS 105 8.2 BOUNDARY VALUE PROBLEMS
115 8.2.1 TUNNELS 118 8.2.1.1 STEINHALDENFELD NATM TUNNEL 118 8.2.1.2
HEINENOORD TUNNEL 120 8.2.2 EXCAVATIONS 121 8.2.2.1 EXCAVATION IN BERLIN
SAND 123 8.2.2.2 EXCAVATION IN RUPIE CLAY (OFFENBACH) 126 8.2.3 SPREAD
FOUNDATIONS 130 8.2.3.1 TEXAS A&M UNIVERSITY SPREAD FOOTING ON SAND 130
8.2.4 INITIALIZATION OF THE HS-SMALL MODEL 134 8.2.5 CAPABILITIES AND
LIMITATIONS OF THE HS-SMALL MODEL 136 9 3D CASE STUDY SUELFELD LOCK 139
10 CONCLUSIONS 147 BIBLIOGRAPHY 150 A SMALL-STRAIN OVERLY FORTRAN CODE
167 B RETURN MAPPING IN FORTRAN CODE 173 C TWO SURFACE RETURN STRATEGY
177 D MATERIAL DATA 179
|
| adam_txt |
SMALL-STRAIN STIFFNESS OF SOILS AND ITS NUMERICAL CONSEQUENCES VON DER
FAKULTAET FUER BAU- UND UMWELTINGENIEURWISSENSCHAFTEN DER UNIVERSITAET
STUTTGART ZUR ERLANGUNG DER WUERDE EINES DOKTORS DER
INGENIEURWISSENSCHAFTEN (DR.-ING.) GENEHMIGTE ABHANDLUNG, VORGELEGT VON
THOMAS BENZ AUS TUEBINGEN HAUPTBERICHTER: PROF. DR.-ING. PIETER A.
VERMEER MITBERICHTER: PROF. GUY T. HOULSBY, MA DSC FRENG FICE PROF.
DR.-ING. HABIL. CHRISTIAN MIEHE TAG DER MUENDLICHEN PRUEFUNG: 20.
SEPTEMBER 2006 INSTITUT FUER GEOTECHNIK DER UNIVERSITAET STUTTGART 2007
CONTENTS 1 INTRODUCTION 1 2 TERMINOLOGY AND DEFINITIONS 5 3 EXPERIMENTAL
EVIDENCE FOR SMALL-STRAIN STIFFNESS 9 3.1 SMALL-STRAIN STIFFNESS
MEASUREMENTS 10 3.1.1 LABORATORY TESTS 12 3.1.1.1 LOCAL MEASUREMENTS 12
3.1.1.2 BENDER ELEMENTS 12 3.1.1.3 RESONANT COLUMN AND TORSIONAL SHEAR
13 3.1.2 IN-SITU TESTS 14 3.1.2.1 CROSS HOLE SEISMIC 14 3.1.2.2 DOWN
HOLE SEISMICS 15 3.1.2.3 SUSPENSION LOGGING 15 3.1.2.4 SEISMIC CONE AND
SEISMIC FLAT DILATOMETER 15 3.1.2.5 SPECTRAL ANALYSIS OF SURFACE WAVES
(SASW) 15 3.2 PARAMETERS THAT AFFECT SMALL-STRAIN STIFFNESS 16 3.2.1 THE
INFLUENCE OF SHEAR STRAINS AND VOLUMETRIE STRAIN 16 3.2.2 THE INFLUENCE
OF CONFINING STRESS 19 3.2.3 THE INFLUENCE OF VOID RATIO 21 3.2.4 THE
INFLUENCE OF SOIL PLASTICITY 23 3.2.5 THE INFLUENCE OF THE
OVERCONSOLIDATION RATIO (OCR) 23 3.2.6 THE INFLUENCE OF DIAGENESIS 24
3.2.7 THE INFLUENCE OF LOADING HISTORY 25 3.2.8 THE INFLUENCE OF STRAIN
RATE AND INERTIA EFFECTS 28 3.2.9 OTHER FACTORS THAT INFLUENCE
SMALL-STRAIN STIFFNESS 30 3.3 CORRELATIONS FOR SMALL-STRAIN STIFFNESS 31
3.3.1 CORRELATIONS BETWEEN G O AND E, P' AND OCR 31 3.3.2 CORRELATIONS
BETWEEN GO AND CPT, SPT AND C U 34 3.3.2.1 CONE PENETRATION (CPT) AND
STANDARD PENETRATION (SPT) . 34 3.3.2.2 ESTIMATING GO FROM CONVENTIONAL
TESTS - CHART BY ALPAN . 35 3.3.3 CORRELATIONS FOR THE STIFFNESS MODULUS
REDUETION CURVE 35 3.3.4 SUMMARY 38 CONTENTS 4 SMALL-STRAIN STIFFNESS AT
THE SOIL PARTICLE LEVEL 39 4.1 SOIL FABRIC AND SOIL STRUCTURE 39 4.2
MICROMECHANICAL CONSIDERATIONS 41 4.2.1 THE INFLUENCE OF STRAIN
AMPLITUDE 42 4.2.2 THE INFLUENCE OF CONFINING STRESS AND VOID RATIO 44
4.2.3 THE INFLUENCE OF CEMENTATION 46 4.2.4 SUMMARY 47 5 EXISTING
SMALL-STRAIN STIFFNESS CONSTITUTIVE MODELS 49 5.1 A BRIEF HISTORY OF
SMALL STRAIN MODELING 49 5.2 THE SIMPSON BRICK MODEL 50 5.3 MODELS KNOWN
FROM SOIL DYNAMICS 51 5.4 THE JARDINE MODEL 53 5.5 MULTI (OR INFINITE)
SURFACE MODELS 55 5.6 INTERGRANULAR STRAIN FOR THE HYPOPLASTIC MODEL 55
5.7 A CRITICAL REVIEW OF SMALL-STRAIN STIFFNESS MODELS REGARDING THEIR
USE IN ROUTINE DESIGN 57 6 THE SMALL-STRAIN OVERLAY MODEL 59 6.1 MODEL
FORMULATION 59 6.1.1 MATERIAL HISTORY AND HISTORY MAPPING 59 6.1.2 FROM
STRAIN HISTORY TO STIFFNESS 62 6.1.3 INITAL LOADING AND RELOADING 63
6.1.4 EFFECTS OF MEAN STRESS, VOID RATIO, AND OCR 65 6.2 A FIRST MODEL
VALIDATION IN ELEMENT TESTS 66 6.2.1 TRIAXIAL TESTS 66 6.2.2 BIAXIAL
TEST 66 6.2.3 STRAIN RESPONSE ENVELOPES 69 6.2.4 CYCLIC MOBILITY 72 6.3
THERMODYNAMIC CONSIDERATIONS 72 7 HS-SMALL, A SMALL-STRAIN EXTENSION OF
THE HARDENING SOIL MODEL 75 7.1 CONSTITUTIVE RELATIONS FOR INFINITESIMAL
PLASTICITY 75 7.2 THE HARDENING SOIL MODEL 77 7.3 THE HS-SMALL MODEL 82
7.3.1 SMALL-STRAIN FORMULATION 83 7.3.2 MOBILIZED DILATANCY 85 7.3.3
YIELD SURFACE AND PLASTIC POTENTIAL - HS-SMALL(MN) ONLY 86 7.3.4
GENERALIZED MODEL FORMULATION - HS-SMALL(MN) ONLY 91 7.4 LOCAL
INTEGRATION OF THE CONSTITUTIVE EQUATIONS 94 7.4.1 RETURN MAPPING ONTO
THE YIELD SURFACE 97 7.4.2 THE DOSEST POINT PROJECTION ALGORITHM 98
7.4.3 THE CONSISTENT ALGORITHMIC TANGENT STIFFNESS TENSOR 101 7.4.4
CORNER AND APEX PROBLEMS 101 CONTENTS 8 VALIDATION AND VERIFICATION OF
THE HS-SMALL MODEL 105 8.1 ELEMENT TESTS 105 8.2 BOUNDARY VALUE PROBLEMS
115 8.2.1 TUNNELS 118 8.2.1.1 STEINHALDENFELD NATM TUNNEL 118 8.2.1.2
HEINENOORD TUNNEL 120 8.2.2 EXCAVATIONS 121 8.2.2.1 EXCAVATION IN BERLIN
SAND 123 8.2.2.2 EXCAVATION IN RUPIE CLAY (OFFENBACH) 126 8.2.3 SPREAD
FOUNDATIONS 130 8.2.3.1 TEXAS A&M UNIVERSITY SPREAD FOOTING ON SAND 130
8.2.4 INITIALIZATION OF THE HS-SMALL MODEL 134 8.2.5 CAPABILITIES AND
LIMITATIONS OF THE HS-SMALL MODEL 136 9 3D CASE STUDY SUELFELD LOCK 139
10 CONCLUSIONS 147 BIBLIOGRAPHY 150 A SMALL-STRAIN OVERLY FORTRAN CODE
167 B RETURN MAPPING IN FORTRAN CODE 173 C TWO SURFACE RETURN STRATEGY
177 D MATERIAL DATA 179 |
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| spelling | Benz, Thomas Verfasser aut Small-strain stiffness of soils and its numerical consequences Thomas Benz Stuttgart 2007 VIII, 187 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Mitteilung / Institut für Geotechnik Stuttgart 55 Zugl.: Stuttgart, Univ., Diss., 2006 (DE-588)4113937-9 Hochschulschrift gnd-content Institut für Geotechnik Stuttgart Mitteilung 55 (DE-604)BV001284076 55 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015702299&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Benz, Thomas Small-strain stiffness of soils and its numerical consequences |
| subject_GND | (DE-588)4113937-9 |
| title | Small-strain stiffness of soils and its numerical consequences |
| title_auth | Small-strain stiffness of soils and its numerical consequences |
| title_exact_search | Small-strain stiffness of soils and its numerical consequences |
| title_exact_search_txtP | Small-strain stiffness of soils and its numerical consequences |
| title_full | Small-strain stiffness of soils and its numerical consequences Thomas Benz |
| title_fullStr | Small-strain stiffness of soils and its numerical consequences Thomas Benz |
| title_full_unstemmed | Small-strain stiffness of soils and its numerical consequences Thomas Benz |
| title_short | Small-strain stiffness of soils and its numerical consequences |
| title_sort | small strain stiffness of soils and its numerical consequences |
| topic_facet | Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015702299&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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| work_keys_str_mv | AT benzthomas smallstrainstiffnessofsoilsanditsnumericalconsequences |