Nonlinear response of laterally loaded piles in soft Bangkok clay:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Darmstadt
Inst. für Geotechnik
2007
Darmstadt Versuchsanst. für Geotechnik |
| Schriftenreihe: | Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der Technischen Universität Darmstadt
77 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | VII, 89 S. graph. Darst. 30 cm |
| ISBN: | 9783931396824 |
Internformat
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Datensatz im Suchindex
| _version_ | 1804140309180841984 |
|---|---|
| adam_text | TECHNISCHE UNIVERSITAT DARMSTADT MITTEILUNGEN DES INSTITUTES UND DER
VERSUCHSANSTALT FUR GEOTECHNIK DER TECHNISCHEN UNIVERSITAT DARMSTADT
HERAUSGEGEBEN VON PROF. DR.-ING. ROLF KATZENBACH NONLINEAR RESPONSE OF
LATERALLY LOADED PILES IN SOFT BANGKOK CLAY DR.-LNG. SATHAPORN POKPONG
HEFT 77 * DARMSTADT * AUGUST 2007 -II- TABLE OF CONTENTS PAGE LIST OF
TABLES IV LIST OF FIGURES V 1 INTRODUCTION 1 1.1 BACKGROUND . 1 1.2
OBJECTIVE AND SCOPE OF THE STUDY 2 1.2.1 RESEARCH OBJECTIVES 2 1.2.2
SCOPE OF THE STUDY 2 2 THEORETICAL BACKGROUND 4 2.1 PRINCIPLES OF
LATERALLY LOADED PILES 4 2.1.1 AN ISOLATED SINGLE PILE . 4 2.1.2 CLOSELY
SPACED PILES SUBJECTED TO HORIZONTAL LOADING 11 2.1.3 GROUP EFFECT BY
P-MULTIPLIER 14 2.2 PASSIVELY LOADED PILE SUBJECTED TO LATERAL GROUND
MOVEMENT 18 2.2.1 THE ULTIMATE PASSIVE SOIL PRESSURE 18 2.2.2
DISTRIBUTION OF SOIL MOVEMENT 19 2.2.3 THE RELATIVE SOIL-PILE
DISPLACEMENT 21 3 SOIL PARAMETERS AND NUMERICAL MODELS 23 3.1
CHARACTERISTICS OF SOFT BANGKOK CLAY 23 3.2 DESCRIPTION OF THE NUMERICAL
MODELS 25 3.2.1 ELASTO-PLASTIC SOIL ELEMENTS 26 3.2.2 PILES ELEMENTS 26
3.2.3 INTERFACE ELEMENTS 27 4 BEHAVIOUR OF A LATERALLY LOADED SINGLE
PILE 28 4.1 A FREE-HEAD SINGLE PILE MODEL 29 4.2 THE WEDGE SHAPED
PLASTIC ZONE AND THE CRITICAL DEPTH 29 4.3 NORMALISED DEFLECTION AND
BENDING MOMENT OF FREE-HEAD SINGLE PILE 33 4.4 STATIC P-Y CURVES OF
SINGLE PILE 36 MITTEILUNGEN DES INSTITUTES UND DER VERSUCHSANSTALT FUR
CEOTECHNIK DER TECHNISCHEN UNIVERSITAT DARMSTADT, HEFT NR. 77, 2007 -
ILL - 5 RESPONSE OF LATERALLY LOADED, PILE GROUPS 39 5.1 NUMERICAL
MODELS FOR PILE GROUPS 39 5.2 NONLINEAR BEHAVIOUR OF LATERALLY LOADED
PILE GROUPS AT 3D AND 5D SPACING 41 5.2.1 OVERLAPPING PLASTIC ZONE AND
THE CRITICAL DEPTH 42 5.2.2 NORMALISED DEFLECTION AND BENDING MOMENT OF
PILES IN A GROUP 47 5.2.3 A FAMILY OF P-Y CURVES FOR PILE GROUPS 52 5.3
SHADOWING EFFECTS OF LATERALLY LOADED PILE GROUPS 56 5.3.1 THE
P-MULTIPLIER CONCEPT 56 5.3.2 GROUP EFFICIENCY 63 6 BEHAVIOUR OF
PASSIVELY LOADED PILES NEARBY EMBANKMENT CONSTRUCTION 64 6.1 NUMERICAL
MODELS FOR THE PASSIVELY LOADED PILES ADJACENT TO EMBANKMENT 64 6.2
ESTIMATIONS OF THE FREE-FIELD EMBANKMENT-INDUCED SOIL MOVEMENT 65 6.3
NONLINEAR RESPONSE OF PILES SUBJECTED TO UNDERGOING GROUND MOVEMENT 68
6.3.1 THE NORMALISED PILE DEFLECTION PROFILES 69 6.3.2 THE RELATIVE SOIL
DISPLACEMENT CORRESPONDING TO THE PILE DEFLECTION 70 6.3.3 DISTRIBUTION
OF THE BENDING MOMENTS 73 6.3.4 THE PASSIVE P-5 CURVES FOR THE PILE
GROUPS 74 7 CONCLUSIONS AND PERSPECTIVES 7.1 CONCLUSIONS 76 7.2
PERSPECTIVES FOR FUTURE RESEARCH 78 8 ZUSAMMENFASSUNG UND AUSBLICK 79 9
REFERENCES 81 MITTEILUNGEN DES INSTITUTES UND DER VERSUCHSANSTALT FUR
GEOTECHNIK DER TECHNISCHEN UNIVERSITAT DARMSTADT, HEFT NR. 77, 2007
|
| any_adam_object | 1 |
| author | Sathaporn Pokpong |
| author_GND | (DE-588)134279972 |
| author_facet | Sathaporn Pokpong |
| author_role | aut |
| author_sort | Sathaporn Pokpong |
| author_variant | s p sp |
| building | Verbundindex |
| bvnumber | BV024121788 |
| ctrlnum | (OCoLC)915972798 (DE-599)DNB987363115 |
| dewey-full | 624.154 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.154 |
| dewey-search | 624.154 |
| dewey-sort | 3624.154 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Maschinenbau / Maschinenwesen Bauingenieurwesen |
| format | Thesis Book |
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| indexdate | 2024-07-09T21:57:56Z |
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| isbn | 9783931396824 |
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| physical | VII, 89 S. graph. Darst. 30 cm |
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| series2 | Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der Technischen Universität Darmstadt |
| spelling | Sathaporn Pokpong Verfasser (DE-588)134279972 aut Nonlinear response of laterally loaded piles in soft Bangkok clay Sathaporn Pokpong Darmstadt Inst. für Geotechnik 2007 Darmstadt Versuchsanst. für Geotechnik VII, 89 S. graph. Darst. 30 cm txt rdacontent n rdamedia nc rdacarrier Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der Technischen Universität Darmstadt 77 Zugl.: Darmstadt, Techn. Univ., Diss., 2007 Pfahlgruppe (DE-588)4299241-2 gnd rswk-swf Horizontalbelastung (DE-588)4279750-0 gnd rswk-swf Tragverhalten (DE-588)4236763-3 gnd rswk-swf Ton Geologie (DE-588)4185646-6 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Pfahlgruppe (DE-588)4299241-2 s Tragverhalten (DE-588)4236763-3 s Horizontalbelastung (DE-588)4279750-0 s Ton Geologie (DE-588)4185646-6 s DE-604 Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der Technischen Universität Darmstadt 77 (DE-604)BV010104538 77 HEBIS Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018338510&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Sathaporn Pokpong Nonlinear response of laterally loaded piles in soft Bangkok clay Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der Technischen Universität Darmstadt Pfahlgruppe (DE-588)4299241-2 gnd Horizontalbelastung (DE-588)4279750-0 gnd Tragverhalten (DE-588)4236763-3 gnd Ton Geologie (DE-588)4185646-6 gnd |
| subject_GND | (DE-588)4299241-2 (DE-588)4279750-0 (DE-588)4236763-3 (DE-588)4185646-6 (DE-588)4113937-9 |
| title | Nonlinear response of laterally loaded piles in soft Bangkok clay |
| title_auth | Nonlinear response of laterally loaded piles in soft Bangkok clay |
| title_exact_search | Nonlinear response of laterally loaded piles in soft Bangkok clay |
| title_full | Nonlinear response of laterally loaded piles in soft Bangkok clay Sathaporn Pokpong |
| title_fullStr | Nonlinear response of laterally loaded piles in soft Bangkok clay Sathaporn Pokpong |
| title_full_unstemmed | Nonlinear response of laterally loaded piles in soft Bangkok clay Sathaporn Pokpong |
| title_short | Nonlinear response of laterally loaded piles in soft Bangkok clay |
| title_sort | nonlinear response of laterally loaded piles in soft bangkok clay |
| topic | Pfahlgruppe (DE-588)4299241-2 gnd Horizontalbelastung (DE-588)4279750-0 gnd Tragverhalten (DE-588)4236763-3 gnd Ton Geologie (DE-588)4185646-6 gnd |
| topic_facet | Pfahlgruppe Horizontalbelastung Tragverhalten Ton Geologie Hochschulschrift |
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