Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Karlsruhe
2006
|
| Schriftenreihe: | Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe
166 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Zugl.: Karlsruhe, Univ., Diss., 2006 |
| Beschreibung: | V, 285 S. Ill., graph. Darst. |
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Datensatz im Suchindex
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| adam_text | VEROFFENTLICHUNGEN DES INSTITUTES FUR BODENMECHANIK UND FELSMECHANIK DER
UNIVERSITAT FRIDERICIANA IN KARLSRUHE HERAUSGEBER: G. GUDEHUS HEFT 166
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF SOIL-FOUNDATION-STRUCTURE
INTERACTION DURING MONOTONIC, ALTERNATING AND DYNAMIC LOADING VON
MICHAEL MAX BUHLER KNRKN IHP ?NNFI ULB DARMSTADT
ILLLLLLLLLLLLLLLLLLLLLLL 16504394 ISSN 0453-3267 LONTENTS INTRODUCTION 1
1.1 OVERVIEW AND MOTIVATION 2 1.2 PROBLEM DESCRIPTION, OBJECTIVES AND
METHODS 5 THEORETICAL FRAMEWORK 7 2.1 INTRODUCTION 7 2.2 EXPERIMENTAL
INVESTIGATION OF SFSI 9 2.2.1 OVERVIEW 9 2.2.2 FULL-SCALE FIELD TESTS
WITH PILES 10 2.2.3 MODEL-SCALE PILE TESTS ON SHAKE TABLES 10 2.2.4
CENTRIFUGE TESTS 12 2.3 COMPUTATIONAL INVESTIGATION OF SFSI 12 2.3.1
OVERVIEW 12 2.3.2 WINKLER S APPROACH 15 2.3.3 NON-LINEAR WINKLER
APPROACH 17 2.3.4 ELASTICITY THEORY 20 2.3.5 FINITE ELEMENT METHOD (FEM)
20 [ 2.4 PRINCIPAL MECHANISMS OF THE DYNAMIC SFSI 24 1.5 PROBLEMS
OCCURRING WITH FEM 26 2.5.1 NUMERICAL.ACCURACY AND STABILITY 26 2.5.2
SOIL-FOUNDATION INTERFACE MODELLING 28 II CONTENT 2.6 CURRENT
STATE-OF-PRACTICE DESIGN AND SEISMIC BUILDING CODES 3 3 USED MODELS AND
THEIR PARAMETER DETERMINATION 3 3.1 INTRODUCTION 3 3.2 PARAMETERS OF THE
HYPOPLASTIC RELATION 3 3.2.1 CRITICAL FRICTION ANGLE /? C 3 3.2.2
GRANULATE HARDNESS H S 3 3.2.3 EXPONENT N 3 3.2.4 CHARACTERISTIC VOID
RATIOS AT ZERO PRESSURE EDO, E C O, AND E;O . . . . 3 3.2.5 EXPONENT A 4
3.2.6 EXPONENT (3 4 3.3 PARAMETERS OF THE VISCO-HYPOPLASTIC RELATION 4
3.3.1 COMPRESSION COEFFICIENT A AND SWELLING COEFFICIENT K 4 3.3.2
CRITICAL FRICTION ANGLE ^ C 4 3.3.3 VISCOSITY INDEX I V 4 3.3.4 SHAPE
PARAMETER OF THE YIELD SURFACE (3 R 4 3.3.5 DETERMINATION OF THE
REFERENCE ISOTACH BY MEANS OF E E O, P E O, & N D E O 5 3.3.6
DEFINITION OF OCR 5 3.4 PARAMETERS OF INTERGRANULAR STRAIN 5 3.5
DETERMINATION OF THE INITIAL STATE VARIABLES 5 3.6 SOILS AND OTHER
MATERIALS USED IN THE EXPERIMENTS 5 3.6.1 PARAMETERS OF THE SOILS 5
3.6.2 MATERIALS USED FOR THE MODEL PILES 6 3.7 PREPARATION OF THE MODEL
SOILS 6 CONTENTS EXPERIMENTAL INVESTIGATIONS OF SFSI 70 4.1 INTRODUCTION
70 4.2 SMALL SHAKE BOX WITHOUT SFSI 70 4.2.1 DRY GRANULAR SOIL 72 4.2.2
SATURATED GRANULAR SOIL 75 4.2.3 SATURATED SOFT CLAY 76 4.2.4 GENERAL
REMARKS ON SMALL SHAKE BOX EXPERIMENTS 78 4.3 MODEL PILES USED IN THE
EXPERIMENTS 80 4.4 BARREL EXPERIMENTS WITH MODEL PILES 83 4.4.1
INTRODUCTION 83 4.4.2 TEST SETUP OF THE BARREL EXPERIMENTS 83 4.4.3 FE
MODELS USED TO SIMULATE THE EXPERIMENTS 85 4.4.4 RESULTS OF THE BARREL
EXPERIMENTS AND THEIR SIMULATION 88 4.4.5 GENERAL REMARKS ON THE BARREL
EXPERIMENTS 90 ^ 4.5 LARGE SHAKE BOX AND SHAKE TABLE 93 4.5.1
INTRODUCTION 93 4.5.2 EXPERIMENTAL SETUP OF THE SHAKE TABLE 95 4.5.3
LAMINAR BOX AND SOIL PREPARATION 103 4.5.4 EXPERIMENTAL PROGRAMME 105
4.5.5 VISUAL OBSERVATIONS DURING THE EXPERIMENTS 110 4.5.6 EXPERIMENTAL
RESULTS 113 4.5.7 GENERAL REMARKS ON THE LARGE SHAKE BOX EXPERIMENTS 140
SUMMARY AND CONCLUSIONS 141 JUMERICAL INVESTIGATION OF SFSI 143
INTRODUCTION 143 SIMULATION OF THE SHAKE BOX EXPERIMENTS 143 5.2.1
MODELLING WITH FE MESH 144 CONTEN 5.2.2 RESULTS AND THEIR DISCUSSION 1
5.2.3 GENERAL REMARKS CONCERNING THE SIMULATION OF THE SHAKE BOX EX-
PERIMENTS 1! 5.3 LARGE-SCALE FIELD TESTS WITH PILES 1! 5.3.1
INTRODUCTION LI 5.3.2 SITE INVESTIGATION AND LABORATORY TESTING II 5.3.3
PILE LOADING PROGRAM AND INSTRUMENTATION 1( 5.3.4 NUMERICAL MODELLING IF
5.3.5 RESULTS AND OBSERVATIONS 1 5.3.6 GENERAL REMARKS CONCERNING
NUMERICAL MODELLING OF LARGE-SCALE PILE TESTS 1! 5.4 SEISMIC SFSI
ANALYSIS 1 5.4.1 INTRODUCTION 1! 5.4.2 THE SEISMIC SFSI MODEL 1! 5.4.3
RESULTS AND THEIR DISCUSSION 1 5.4.4 GENERAL REMARKS ON THE SEISMIC
SFSI ANALYSIS 1! 5.5 SUMMARY AND CONCLUSIONS 21 6 RECOMMENDATIONS 2( 6.1
MITIGATION OF LIQUEFACTION SUSCEPTIBILITY 21 6.2 FAILURE MODES AND THEIR
PREVENTION 21 7 SUMMARY AND PERSPECTIVES 2( 8 ZUSAMMENFASSUNG 2]
NOMENCLATURE 2] BIBLIOGRAPHY T,
|
| adam_txt |
VEROFFENTLICHUNGEN DES INSTITUTES FUR BODENMECHANIK UND FELSMECHANIK DER
UNIVERSITAT FRIDERICIANA IN KARLSRUHE HERAUSGEBER: G. GUDEHUS HEFT 166
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF SOIL-FOUNDATION-STRUCTURE
INTERACTION DURING MONOTONIC, ALTERNATING AND DYNAMIC LOADING VON
MICHAEL MAX BUHLER KNRKN IHP ?NNFI ULB DARMSTADT
ILLLLLLLLLLLLLLLLLLLLLLL 16504394 ISSN 0453-3267 LONTENTS INTRODUCTION 1
1.1 OVERVIEW AND MOTIVATION 2 1.2 PROBLEM DESCRIPTION, OBJECTIVES AND
METHODS 5 THEORETICAL FRAMEWORK 7 2.1 INTRODUCTION 7 2.2 EXPERIMENTAL
INVESTIGATION OF SFSI 9 2.2.1 OVERVIEW 9 2.2.2 FULL-SCALE FIELD TESTS
WITH PILES 10 2.2.3 MODEL-SCALE PILE TESTS ON SHAKE TABLES 10 2.2.4
CENTRIFUGE TESTS 12 2.3 COMPUTATIONAL INVESTIGATION OF SFSI 12 2.3.1
OVERVIEW 12 2.3.2 WINKLER'S APPROACH 15 2.3.3 NON-LINEAR WINKLER
APPROACH 17 2.3.4 ELASTICITY THEORY 20 2.3.5 FINITE ELEMENT METHOD (FEM)
20 ["2.4 PRINCIPAL MECHANISMS OF THE DYNAMIC SFSI 24 1.5 PROBLEMS
OCCURRING WITH FEM 26 2.5.1 NUMERICAL.ACCURACY AND STABILITY 26 2.5.2
SOIL-FOUNDATION INTERFACE MODELLING 28 II CONTENT 2.6 CURRENT
STATE-OF-PRACTICE DESIGN AND SEISMIC BUILDING CODES 3 3 USED MODELS AND
THEIR PARAMETER DETERMINATION 3 3.1 INTRODUCTION 3 3.2 PARAMETERS OF THE
HYPOPLASTIC RELATION 3 3.2.1 CRITICAL FRICTION ANGLE /? C 3 3.2.2
GRANULATE HARDNESS H S 3 3.2.3 EXPONENT N 3 3.2.4 CHARACTERISTIC VOID
RATIOS AT ZERO PRESSURE EDO, E C O, AND E;O . . . . 3 3.2.5 EXPONENT A 4
3.2.6 EXPONENT (3 4 3.3 PARAMETERS OF THE VISCO-HYPOPLASTIC RELATION 4
3.3.1 COMPRESSION COEFFICIENT A AND SWELLING COEFFICIENT K 4 3.3.2
CRITICAL FRICTION ANGLE ^ C 4 3.3.3 VISCOSITY INDEX I V 4 3.3.4 SHAPE
PARAMETER OF THE YIELD SURFACE (3 R 4 3.3.5 DETERMINATION OF THE
REFERENCE ISOTACH BY MEANS OF E E O, P E O, & N D E O 5 3.3.6
DEFINITION OF OCR 5 3.4 PARAMETERS OF INTERGRANULAR STRAIN 5 3.5
DETERMINATION OF THE INITIAL STATE VARIABLES 5 3.6 SOILS AND OTHER
MATERIALS USED IN THE EXPERIMENTS 5 3.6.1 PARAMETERS OF THE SOILS 5
3.6.2 MATERIALS USED FOR THE MODEL PILES 6 3.7 PREPARATION OF THE MODEL
SOILS 6 CONTENTS EXPERIMENTAL INVESTIGATIONS OF SFSI 70 4.1 INTRODUCTION
70 4.2 SMALL SHAKE BOX WITHOUT SFSI 70 4.2.1 DRY GRANULAR SOIL 72 4.2.2
SATURATED GRANULAR SOIL 75 4.2.3 SATURATED SOFT CLAY 76 4.2.4 GENERAL
REMARKS ON SMALL SHAKE BOX EXPERIMENTS 78 4.3 MODEL PILES USED IN THE
EXPERIMENTS 80 4.4 BARREL EXPERIMENTS WITH MODEL PILES 83 4.4.1
INTRODUCTION 83 4.4.2 TEST SETUP OF THE BARREL EXPERIMENTS 83 4.4.3 FE
MODELS USED TO SIMULATE THE EXPERIMENTS 85 4.4.4 RESULTS OF THE BARREL
EXPERIMENTS AND THEIR SIMULATION 88 4.4.5 GENERAL REMARKS ON THE BARREL
EXPERIMENTS 90 ^ 4.5 LARGE SHAKE BOX AND SHAKE TABLE 93 4.5.1
INTRODUCTION 93 4.5.2 EXPERIMENTAL SETUP OF THE SHAKE TABLE 95 4.5.3
LAMINAR BOX AND SOIL PREPARATION 103 4.5.4 EXPERIMENTAL PROGRAMME 105
4.5.5 VISUAL OBSERVATIONS DURING THE EXPERIMENTS 110 4.5.6 EXPERIMENTAL
RESULTS 113 4.5.7 GENERAL REMARKS ON THE LARGE SHAKE BOX EXPERIMENTS 140
SUMMARY AND CONCLUSIONS 141 JUMERICAL INVESTIGATION OF SFSI 143
INTRODUCTION 143 SIMULATION OF THE SHAKE BOX EXPERIMENTS 143 5.2.1
MODELLING WITH FE MESH 144 CONTEN 5.2.2 RESULTS AND THEIR DISCUSSION 1'
5.2.3 GENERAL REMARKS CONCERNING THE SIMULATION OF THE SHAKE BOX EX-
PERIMENTS 1! 5.3 LARGE-SCALE FIELD TESTS WITH PILES 1! 5.3.1
INTRODUCTION LI 5.3.2 SITE INVESTIGATION AND LABORATORY TESTING II 5.3.3
PILE LOADING PROGRAM AND INSTRUMENTATION 1( 5.3.4 NUMERICAL MODELLING IF
5.3.5 RESULTS AND OBSERVATIONS 1' 5.3.6 GENERAL REMARKS CONCERNING
NUMERICAL MODELLING OF LARGE-SCALE PILE TESTS 1! 5.4 SEISMIC SFSI
ANALYSIS 1 5.4.1 INTRODUCTION 1! 5.4.2 THE SEISMIC SFSI MODEL 1! 5.4.3
RESULTS AND THEIR DISCUSSION 1 5.4.4 GENERAL REMARKS ON THE SEISMIC
SFSI ANALYSIS 1! 5.5 SUMMARY AND CONCLUSIONS 21 6 RECOMMENDATIONS 2( 6.1
MITIGATION OF LIQUEFACTION SUSCEPTIBILITY 21 6.2 FAILURE MODES AND THEIR
PREVENTION 21 7 SUMMARY AND PERSPECTIVES 2( 8 ZUSAMMENFASSUNG 2]
NOMENCLATURE 2] BIBLIOGRAPHY T, |
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| series | Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe |
| series2 | Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe |
| spelling | Bühler, Michael Verfasser (DE-588)132147092 aut Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading von Michael Max Bühler Karlsruhe 2006 V, 285 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe 166 Zugl.: Karlsruhe, Univ., Diss., 2006 Foundations Design and construction Load factor design Piling (Civil engineering) Soil-structure interaction Plastizität (DE-588)4046283-3 gnd rswk-swf Pfahlgründung (DE-588)4173981-4 gnd rswk-swf Bodendynamik (DE-588)4007363-4 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Plastizität (DE-588)4046283-3 s Bodendynamik (DE-588)4007363-4 s Pfahlgründung (DE-588)4173981-4 s DE-604 Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe 166 (DE-604)BV004410524 166 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015490303&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Bühler, Michael Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe Foundations Design and construction Load factor design Piling (Civil engineering) Soil-structure interaction Plastizität (DE-588)4046283-3 gnd Pfahlgründung (DE-588)4173981-4 gnd Bodendynamik (DE-588)4007363-4 gnd |
| subject_GND | (DE-588)4046283-3 (DE-588)4173981-4 (DE-588)4007363-4 (DE-588)4113937-9 |
| title | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading |
| title_auth | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading |
| title_exact_search | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading |
| title_exact_search_txtP | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading |
| title_full | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading von Michael Max Bühler |
| title_fullStr | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading von Michael Max Bühler |
| title_full_unstemmed | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading von Michael Max Bühler |
| title_short | Experimental and numerical investigation of soil-foundation-structure interaction during monotonic, alternating and dynamic loading |
| title_sort | experimental and numerical investigation of soil foundation structure interaction during monotonic alternating and dynamic loading |
| topic | Foundations Design and construction Load factor design Piling (Civil engineering) Soil-structure interaction Plastizität (DE-588)4046283-3 gnd Pfahlgründung (DE-588)4173981-4 gnd Bodendynamik (DE-588)4007363-4 gnd |
| topic_facet | Foundations Design and construction Load factor design Piling (Civil engineering) Soil-structure interaction Plastizität Pfahlgründung Bodendynamik Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015490303&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV004410524 |
| work_keys_str_mv | AT buhlermichael experimentalandnumericalinvestigationofsoilfoundationstructureinteractionduringmonotonicalternatinganddynamicloading |