Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Hamburg
Techn. Univ. Hamburg-Harburg, Inst. für Geotechnik und Baubetrieb
2012
|
| Ausgabe: | Erstausg. |
| Schriftenreihe: | Veröffentlichungen des Instituts für Geotechnik und Baubetrieb
24 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
MARC
| LEADER | 00000nam a2200000 cb4500 | ||
|---|---|---|---|
| 001 | BV041583556 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | t | ||
| 008 | 140122s2012 ad|| m||| 00||| eng d | ||
| 020 | |a 9783936310252 |9 978-3-936310-25-2 | ||
| 035 | |a (OCoLC)840725762 | ||
| 035 | |a (DE-599)GBV732414776 | ||
| 040 | |a DE-604 |b ger | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-83 | ||
| 082 | 0 | |a 624.151360151864 |2 22/ger | |
| 084 | |a TZ 9300 |0 (DE-625)145180: |2 rvk | ||
| 100 | 1 | |a Qiu, Gang |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems |c von Gang Qiu |
| 250 | |a Erstausg. | ||
| 264 | 1 | |a Hamburg |b Techn. Univ. Hamburg-Harburg, Inst. für Geotechnik und Baubetrieb |c 2012 | |
| 300 | |a IV, 181 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Veröffentlichungen des Instituts für Geotechnik und Baubetrieb |v 24 | |
| 502 | |a Zugl.: Hamburg-Harburg, Techn. Univ., Diss., 2012 | ||
| 650 | 0 | 7 | |a Pfahlgruppe |0 (DE-588)4299241-2 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Euler-Lagrange-Gleichung |0 (DE-588)4700698-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Erddruck |0 (DE-588)4152654-5 |2 gnd |9 rswk-swf |
| 655 | 7 | |0 (DE-588)4113937-9 |a Hochschulschrift |2 gnd-content | |
| 689 | 0 | 0 | |a Erddruck |0 (DE-588)4152654-5 |D s |
| 689 | 0 | 1 | |a Pfahlgruppe |0 (DE-588)4299241-2 |D s |
| 689 | 0 | 2 | |a Euler-Lagrange-Gleichung |0 (DE-588)4700698-5 |D s |
| 689 | 0 | |5 DE-604 | |
| 830 | 0 | |a Veröffentlichungen des Instituts für Geotechnik und Baubetrieb |v 24 |w (DE-604)BV023268126 |9 24 | |
| 856 | 4 | |m DE-601 |q application/pdf |u http://www.gbv.de/dms/weimar/toc/732414776_toc.pdf |3 Inhaltsverzeichnis | |
| 856 | 4 | 2 | |m DNB Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027028774&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-027028774 | ||
Datensatz im Suchindex
| _version_ | 1804151773533831168 |
|---|---|
| adam_text | IMAGE 1
CONTENTS
1 INTRODUCTION 1
2 MODELING TECHNIQUES 5
2.1 CHALLENGES 5
2.2 SMALL AND LARGE DEFORMATIONS 6
2.3 NUMERICAL METHODS 6
2.3.1 COSSERAT CONTINUUM APPROACH 7
2.3.2 ARBITRARY LAGRANGIAN-EULERIAN METHOD (ALE) 8
2.3.3 COUPLED EULERIAN-LAGRANGIAN METHOD (CEL) 9
2.3.4 MESHFREE METHODS 11
2.3.5 SELECTED METHOD 12
2.4 CONSTITUTIVE MODELS AND EXPLICIT FORMULATIONS 13
2.4.1 CONSTITUTIVE MODELS 13
2.4.2 IMPLEMENTATION O F A VISCO-HYPOPLASTIC MODEL IN ABAQUS/EXPLICIT. .
. . 14
2.4.3 UNDRAINED ANALYSIS USING EFFECTIVE STRESSES 16
2.4.4 VERIFICATION WITH ELEMENT TESTS 17
2.4.5 SCALING D R TO IMPROVE THE EFFICIENCY O F EXPLICIT ANALYSES 21
2.5 SHEAR LOCALIZATION AND CONTACT PROBLEMS 23
2.6 QUALITY EVALUATION 27
3 SHIELDING EFFECT OF PILE ROWS 29
3.1 INTRODUCTION 29
3.2 STATE O F THE ART 30
3.2.1 SELECTIVE EXPERIMENTS AND NUMERICAL INVESTIGATIONS ASSOCIATED WITH
EARTH PRESSURE 30
3.2.2 INVESTIGATION O F SHIELDING EFFECTS O F PILE FOUNDATIONS 31
3.2.3 RELATED RESEARCHES ON PILE-SOIL INTERACTIONS 33
I
HTTP://D-NB.INFO/1029222177
IMAGE 2
II
CONTENTS
3.2.4 ARCHING EFFECTS 35
3.2.5 CURRENT DESIGN GUIDELINES 38
3.3 SCOPE AND PROCEDURES 40
3.4 NUMERICAL MODELS 41
3.4.1 GEOMETRY AND BOUNDARY CONDITIONS 41
3.4.2 CONSTITUTIVE MODEL 41
3.4.3 MESH DEPENDENCY 42
3.5 VALIDATION 44
3.5.1 L G MODEL TESTS 44
3.5.2 COMPARISON OF THE NUMERICAL RESULTS WITH EXPERIMENTAL TEST RESULTS
. . . 49
3.6 PARAMETRIC STUDIES WITH PROTOTYPE MODELS 51
3.6.1 EARTH PRESSURE ON A RIGID WALL WITHOUT PILES 52
3.6.2 SHIELDING EFFECT O F RIGID PILES 56
3.6.3 SHIELDING EFFECT OF ELASTIC PILES 57
3.6.4 RESULTS O F PARAMETRIC STUDIES 63
3.7 NEW ANALYTICAL MODEL 64
3.8 CONCLUSION 71
INSTALLATION OF SPUDCAN FOUNDATIONS 73
4.1 INTRODUCTION 73
4.2 STATE O F THE ART 76
4.2.1 BEARING CAPACITY ON HOMOGENEOUS SOIL 76
4.2.2 BEARING CAPACITY ON SAND OVERLYING CLAY 79
4.2.3 NUMERICAL ANALYSES 83
4.3 SCOPE AND PROCEDURES 84
4.4 NUMERICAL MODELS 84
4.4.1 GEOMETRY O F THE NUMERICAL MODELS 84
4.4.2 CONSTITUTIVE MODELS AND SOIL PARAMETERS 86
4.4.3 FE MESH 87
4.4.4 CONTACT FORMULATION 89
4.4.5 INFLUENCE O F THE PENETRATION VELOCITY 91
4.5 VALIDATION 92
4.5.1 CENTRIFUGE MODEL TESTS 92
4.5.2 PENETRATION INTO UNIFORM CLAY 93
IMAGE 3
CONTENTS III
4.5.3 PENETRATION INTO UNIFORM SAND 94
4.5.4 PENETRATION INTO LOOSE SAND OVERLYING CLAY 95
4.5.5 PENETRATION INTO DENSE SAND OVERLYING CLAY 98
4.6 INFLUENCE O F THE CONSISTENCY STATES O F THE SAND 102
4.6.1 FAILURE MECHANISMUS 102
4.6.2 CORRELATION BETWEEN H E F F AND H 106
4.7 PARAMETRIC STUDIES 107
4.7.1 INFLUENCE O F THE FRICTION ANGLE O F SAND TP 109
4.7.2 INFLUENCE O F THE SHEAR STRENGTH O F THE CLAY S U 109
4.7.3 RECOMMENDATION TO CONTROL THE PENETRATION PROCESS 112
4.8 CONCLUSION 114
5 SHIP GROUNDING 117
5.1 INTRODUCTION 117
5.2 STATE O F THE ART 118
5.2.1 LITERATURE REVIEWS 118
5.2.2 ANALYTICAL METHOD AFTER MEIER-DORNBERG 119
5.2.3 ANALYTICAL METHOD AFTER SCHUPPENER ET AL 120
5.3 SCOPE AND PROCEDURES 122
5.4 NUMERICAL MODELS 123
5.4.1 GEOMETRY AND MESH 123
5.4.2 CONSTITUTIVE MODEL AND SOIL PARAMETERS 124
5.4.3 CONTACT FORMULATION 124
5.4.4 MODELING THE BUOYANCY BEHAVIOR 125
5.5 VALIDATION WITH THE FIELD TEST 126
5.6 PARAMETRIC STUDIES 130
5.6.1 INFLUENCE O F THE SHIP S VELOCITY 131
5.6.2 INFLUENCE O F THE TYPE O F BOW 133
5.7 CONCLUSION 135
6 SUMMARY AND PERSPECTIVES 137
6.1 SUMMARY 137
6.2 PERSPECTIVES 138
BIBLIOGRAPHY 139
IMAGE 4
IV CONTENTS
APPENDIX 151
A MATLAB CODE 153
B ISSO SAND 157
B.L GRAIN SIZE ANALYSIS 157
B.2 INDEX VALUES * * * * 158
B.3 ODOMETER TESTS 159
B.4 TRIAXIAL TESTS 159
B.5 HYPOPLASTIC PARAMETERS 160
B.6 NUMERICAL BACK-CALCULATIONS 161
C KAOLIN CLAY 163
C.L INDEX VALUES . . 163
C.2 VISCO-HYPOPLASTIC PARAMETERS 164
C.3 NUMERICAL BACK-CALCULATIONS 164
D SILICA SAND 167
D.L INDEX VALUES 167
D.2 HYPOPLASTIC PARAMETERS 168
D.3 NUMERICAL BACK-CALCULATIONS 168
E EARTH PRESSURE THEORY AND HPA RECOMMENDATIONS 169
E. 1 CLASSIC EARTH PRESSURE THEORY 169
E.2 RECOMENDATIONS O F HPA 172
F MEASURING TRANSDUCERS 175
F.L HBM U10M/25KN 175
F.2 KYOWA, PGM-02KG 176
G SYMBOLS AND UNITS 177
|
| any_adam_object | 1 |
| author | Qiu, Gang |
| author_facet | Qiu, Gang |
| author_role | aut |
| author_sort | Qiu, Gang |
| author_variant | g q gq |
| building | Verbundindex |
| bvnumber | BV041583556 |
| classification_rvk | TZ 9300 |
| ctrlnum | (OCoLC)840725762 (DE-599)GBV732414776 |
| dewey-full | 624.151360151864 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.151360151864 |
| dewey-search | 624.151360151864 |
| dewey-sort | 3624.151360151864 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Geologie / Paläontologie Bauingenieurwesen |
| edition | Erstausg. |
| format | Thesis Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01979nam a2200445 cb4500</leader><controlfield tag="001">BV041583556</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">140122s2012 ad|| m||| 00||| eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783936310252</subfield><subfield code="9">978-3-936310-25-2</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)840725762</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)GBV732414776</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-83</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.151360151864</subfield><subfield code="2">22/ger</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">TZ 9300</subfield><subfield code="0">(DE-625)145180:</subfield><subfield code="2">rvk</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Qiu, Gang</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems</subfield><subfield code="c">von Gang Qiu</subfield></datafield><datafield tag="250" ind1=" " ind2=" "><subfield code="a">Erstausg.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Hamburg</subfield><subfield code="b">Techn. Univ. Hamburg-Harburg, Inst. für Geotechnik und Baubetrieb</subfield><subfield code="c">2012</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">IV, 181 S.</subfield><subfield code="b">Ill., graph. Darst.</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="1" ind2=" "><subfield code="a">Veröffentlichungen des Instituts für Geotechnik und Baubetrieb</subfield><subfield code="v">24</subfield></datafield><datafield tag="502" ind1=" " ind2=" "><subfield code="a">Zugl.: Hamburg-Harburg, Techn. Univ., Diss., 2012</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Pfahlgruppe</subfield><subfield code="0">(DE-588)4299241-2</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Euler-Lagrange-Gleichung</subfield><subfield code="0">(DE-588)4700698-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Erddruck</subfield><subfield code="0">(DE-588)4152654-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="655" ind1=" " ind2="7"><subfield code="0">(DE-588)4113937-9</subfield><subfield code="a">Hochschulschrift</subfield><subfield code="2">gnd-content</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Erddruck</subfield><subfield code="0">(DE-588)4152654-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Pfahlgruppe</subfield><subfield code="0">(DE-588)4299241-2</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Euler-Lagrange-Gleichung</subfield><subfield code="0">(DE-588)4700698-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="830" ind1=" " ind2="0"><subfield code="a">Veröffentlichungen des Instituts für Geotechnik und Baubetrieb</subfield><subfield code="v">24</subfield><subfield code="w">(DE-604)BV023268126</subfield><subfield code="9">24</subfield></datafield><datafield tag="856" ind1="4" ind2=" "><subfield code="m">DE-601</subfield><subfield code="q">application/pdf</subfield><subfield code="u">http://www.gbv.de/dms/weimar/toc/732414776_toc.pdf</subfield><subfield code="3">Inhaltsverzeichnis</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="m">DNB Datenaustausch</subfield><subfield code="q">application/pdf</subfield><subfield code="u">http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027028774&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA</subfield><subfield code="3">Inhaltsverzeichnis</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-027028774</subfield></datafield></record></collection> |
| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV041583556 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T01:00:09Z |
| institution | BVB |
| isbn | 9783936310252 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-027028774 |
| oclc_num | 840725762 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | IV, 181 S. Ill., graph. Darst. |
| publishDate | 2012 |
| publishDateSearch | 2012 |
| publishDateSort | 2012 |
| publisher | Techn. Univ. Hamburg-Harburg, Inst. für Geotechnik und Baubetrieb |
| record_format | marc |
| series | Veröffentlichungen des Instituts für Geotechnik und Baubetrieb |
| series2 | Veröffentlichungen des Instituts für Geotechnik und Baubetrieb |
| spelling | Qiu, Gang Verfasser aut Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems von Gang Qiu Erstausg. Hamburg Techn. Univ. Hamburg-Harburg, Inst. für Geotechnik und Baubetrieb 2012 IV, 181 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Veröffentlichungen des Instituts für Geotechnik und Baubetrieb 24 Zugl.: Hamburg-Harburg, Techn. Univ., Diss., 2012 Pfahlgruppe (DE-588)4299241-2 gnd rswk-swf Euler-Lagrange-Gleichung (DE-588)4700698-5 gnd rswk-swf Erddruck (DE-588)4152654-5 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Erddruck (DE-588)4152654-5 s Pfahlgruppe (DE-588)4299241-2 s Euler-Lagrange-Gleichung (DE-588)4700698-5 s DE-604 Veröffentlichungen des Instituts für Geotechnik und Baubetrieb 24 (DE-604)BV023268126 24 DE-601 application/pdf http://www.gbv.de/dms/weimar/toc/732414776_toc.pdf Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027028774&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Qiu, Gang Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems Veröffentlichungen des Instituts für Geotechnik und Baubetrieb Pfahlgruppe (DE-588)4299241-2 gnd Euler-Lagrange-Gleichung (DE-588)4700698-5 gnd Erddruck (DE-588)4152654-5 gnd |
| subject_GND | (DE-588)4299241-2 (DE-588)4700698-5 (DE-588)4152654-5 (DE-588)4113937-9 |
| title | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems |
| title_auth | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems |
| title_exact_search | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems |
| title_full | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems von Gang Qiu |
| title_fullStr | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems von Gang Qiu |
| title_full_unstemmed | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems von Gang Qiu |
| title_short | Coupled Eulerian Lagrangian simulations of selected soil structure interaction problems |
| title_sort | coupled eulerian lagrangian simulations of selected soil structure interaction problems |
| topic | Pfahlgruppe (DE-588)4299241-2 gnd Euler-Lagrange-Gleichung (DE-588)4700698-5 gnd Erddruck (DE-588)4152654-5 gnd |
| topic_facet | Pfahlgruppe Euler-Lagrange-Gleichung Erddruck Hochschulschrift |
| url | http://www.gbv.de/dms/weimar/toc/732414776_toc.pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027028774&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV023268126 |
| work_keys_str_mv | AT qiugang coupledeulerianlagrangiansimulationsofselectedsoilstructureinteractionproblems |