Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems:
Gespeichert in:
| Beteilige Person: | |
|---|---|
| Format: | Hochschulschrift/Dissertation Buch |
| Sprache: | Englisch |
| Veröffentlicht: |
Karlsruhe
Inst. für Bodenmechanik und Felsmechanik
2009
|
| Schriftenreihe: | Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe
171 |
| Schlagwörter: | |
| Links: | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017703818&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Beschreibung: | Zsfassung in engl. Sprache |
| Umfang: | IV, 179 S. |
Internformat
MARC
| LEADER | 00000nam a2200000 cb4500 | ||
|---|---|---|---|
| 001 | BV035649179 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | t| | ||
| 008 | 090728s2009 xx m||| 00||| eng d | ||
| 035 | |a (OCoLC)610101699 | ||
| 035 | |a (DE-599)OBVAC07699484 | ||
| 040 | |a DE-604 |b ger |e rakwb | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-706 |a DE-91 |a DE-83 | ||
| 082 | 0 | |a 624.15136 |2 22/ger | |
| 100 | 1 | |a Meier, Thomas |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems |c von Thomas Meier |
| 264 | 1 | |a Karlsruhe |b Inst. für Bodenmechanik und Felsmechanik |c 2009 | |
| 300 | |a IV, 179 S. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe |v 171 | |
| 500 | |a Zsfassung in engl. Sprache | ||
| 502 | |a Zugl: Karlsruhe, Univ., Diss. 2008 | ||
| 650 | 0 | 7 | |a Messung |0 (DE-588)4038852-9 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Viskoplastizität |0 (DE-588)4136051-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Nichtbindiger Boden |0 (DE-588)4171712-0 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Plastizität |0 (DE-588)4046283-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Ton |g Geologie |0 (DE-588)4185646-6 |2 gnd |9 rswk-swf |
| 655 | 7 | |0 (DE-588)4113937-9 |a Hochschulschrift |2 gnd-content | |
| 689 | 0 | 0 | |a Nichtbindiger Boden |0 (DE-588)4171712-0 |D s |
| 689 | 0 | 1 | |a Plastizität |0 (DE-588)4046283-3 |D s |
| 689 | 0 | 2 | |a Messung |0 (DE-588)4038852-9 |D s |
| 689 | 0 | |5 DE-604 | |
| 689 | 1 | 0 | |a Ton |g Geologie |0 (DE-588)4185646-6 |D s |
| 689 | 1 | 1 | |a Viskoplastizität |0 (DE-588)4136051-5 |D s |
| 689 | 1 | 2 | |a Messung |0 (DE-588)4038852-9 |D s |
| 689 | 1 | |5 DE-604 | |
| 830 | 0 | |a Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe |v 171 |w (DE-604)BV004410524 |9 171 | |
| 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=017703818&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-017703818 | |
Datensatz im Suchindex
| DE-BY-TUM_call_number | 0024 61 A 1705-171 |
|---|---|
| DE-BY-TUM_katkey | 1717398 |
| DE-BY-TUM_location | Mag |
| DE-BY-TUM_media_number | 040007028593 |
| _version_ | 1821933814311550976 |
| adam_text | CONTENTS 1 INTRODUCTION 1 2 CONSTITUTIVE MODELLING AND PARAMETER
DETERMINATION 5 2.1 INTRODUCTION 5 2.2 HYPOPLASTIC CONSTITUTIVE EQUATION
5 2.2.1 PROCEDURE FOR THE DETERMINATION OF THE MATERIAL PARAMETERS . . .
. 6 2.3 VISCOHYPOPLASTIC CONSTITUTIVE EQUATION 12 2.3.1 MATERIAL
PARAMETERS AND THEIR DETERMINATION 15 2.4 INTERGRANULAR STRAIN 21 2.4.1
DETERMINATION OF THE PARAMETERS 22 2.5 INTERRELATIONS BETWEEN PARAMETERS
AND/OR INDEX QUANTITIES 24 3 BENCHMARKING OF CPT INTERPRETATION METHODS
FOR CALCAREOUS SANDS 36 3.1 INTRODUCTION 36 3.2 CALIBRATION CHAMBER
TESTS 37 3.2.1 TEST MATERIAL 37 3.2.2 TEST FACILITY AND SAMPLE PLACEMENT
38 3.2.3 INFLUENCE OF BOUNDARY CONDITIONS 39 3.2.4 TESTING PROGRAMME AND
RESULTS 41 3.3 CPT INTERPRETATION METHODS USED IN GEOTECHNICAL PRACTICE
42 3.3.1 GERMAN STANDARD DIN 4094 42 3.3.2 METHOD BY SCHMERTMANN 43
BIBLIOGRAFISCHE INFORMATIONEN HTTP://D-NB.INFO/995827281 DIGITALISIERT
DURCH 5.3.1 PROJECT DESCRIPTION 90 II CONTENTS 3.4 NUMERICAL
INTERPRETATION METHOD BY CUDMANI 44 3.4.1 OUTLINE 44 3.4.2 RESULTS 46
3.5 BENCHMARKING OF THE INTERPRETATION METHODS 47 3.6 INFLUENCE OF
GRAVEL AND STONES 48 3.7 CONCLUSIONS 50 4 A CPT INTERPRETATION METHOD
FOR CLAYEY SOILS 52 4.1 INTRODUCTION 52 4.2 CPT CALIBRATION CHAMBER
TESTS 53 4.2.1 TEST FACILITY 53 4.2.2 SAMPLE PREPARATION AND
INSTALLATION 55 4.2.3 TEST PROGRAMME AND RESULTS 55 4.3 CPT
INTERPRETATION METHOD 56 4.3.1 OUTLINE 56 4.3.2 FE SIMULATIONS 57 4.3.3
NUMERICAL DETERMINATION OF THE CONE FACTOR NKT 64 4.3.4 APPLICATION
EXAMPLE 67 4.4 CONCLUSIONS 71 5 DEEP VIBRATORY COMPACTION 75 5.1
INTRODUCTION 75 5.2 MODELLING OF THE DVC 78 5.2.1 SOIL-VIBRATOR
INTERACTION MODEL 79 5.2.2 ID DYNAMIC CYLINDRICAL CAVITY EXPANSION
SIMULATIONS 86 5.2.3 SIMULATION OF CYCLIC TRULY TRIAXIAL TESTS 87 5.2.4
ESTIMATION OF THE REQUIRED GRID SPACING 90 5.3 APPLICATION EXAMPLE 90
A.2.2 GRAIN SIZE DISTRIBUTIONS 136 CONTENTS III 5.3.2 ESTIMATION OF THE
MATERIAL PARAMETERS 90 5.3.3 ESTIMATION OF THE REQUIRED GRID SPACING 93
5.4 SENSITIVITY ANALYSIS 94 5.5 CONCLUSIONS 96 5.6 OUTLOOK 97 6 TWO
FURTHER APPLICATIONS OF VISCOHYPOPLASTICITY 99 6.1 INSTALLATION OF
GRANULAR COLUMNS IN SOFT SOILS 99 6.1.1 INTRODUCTION 99 6.1.2 FINITE
ELEMENT MODELS 99 6.1.3 CONVENTIONAL APPROACH USING BEDDING MODULI 106
6.1.4 CONCLUSIONS 108 6.2 AN OPEN CUT: CONTRACT D-8, CHICAGO SUBWAY 108
6.2.1 OUTLINE 108 6.2.2 FE MODEL 110 6.2.3 CONSTRUCTION PROCEDURES 112
6.2.4 CALCULATION RESULTS 112 6.2.5 CONCLUSIONS 114 ZUSAMMENFASSUNG 117
REFERENCES 122 A CONSTITUTIVE MODELLING AND PARAMETER DETERMINATION 127
A.I HYPOPLASTIC CONSTITUTIVE MODEL 127 A.I.I MATHEMATICAL FORMULATION
127 A.I.2 PARAMETER CALIBRATION - PARAMETRIC STUDY 129 A.2
VISCOHYPOPLASTIC CONSTITUTIVE MODEL 135 A.2.1 MATHEMATICAL FORMULATION
135 E.I AN OPEN CUT: CONTRACT D-8, CHICAGO SUBWAY 179 IV CONTENTS A.2.3
PARAMETER CALIBRATION - PARAMETRIC STUDY 137 A.2.4 INTERGRANULAR STRAIN
PARAMETERS OF THE INVESTIGATED MATERIALS . . . 143 A.2.5 INTERRELATIONS
BETWEEN PARAMETERS AND/OR INDEX QUANTITIES 143 B BENCHMARKING OF CPT
INTERPRETATION METHODS FOR CALCAREOUS SANDS 144 B.I GRAIN SIZE
DISTRIBUTIONS 145 B.2 RESULTS OF THE CPT CALIBRATION CHAMBER TESTS 146
B.3 INTERPRETATION METHOD BY CUDMANI 152 B.3.1 LABORATORY AND POST TEST
CALCULATION RESULTS 152 B.3.2 RESULTS OF THE NUMERICAL SPHERICAL CAVITY
EXPANSION SIMULATIONS . 156 B.4 APPLICATION OF THE INTERPRETATION
METHODS 157 C A CPT INTERPRETATION METHOD FOR CLAYEY SOILS 162 CL CPTU
CALIBRATION CHAMBER TESTING 163 C.I.I TEST FACILITY 163 C.I.2 SAMPLE
PREPARATION AND INSTALLATION 163 C.1.3 TEST RESULTS 165 C.2 CPT
INTERPRETATION METHOD 166 C.2.1 FE CPT SIMULATIONS 166 C.2.2 NUMERICAL
DETERMINATION OF THE CONE FACTOR NK 166 C.2.3 APPLICATION EXAMPLE 171 D
DEEP VIBRATORY COMPACTION 172 D.I SENSITIVITY ANALYSIS: RESULTS 172 E
TWO FURTHER APPLICATIONS OF VISCOHYPOPLASTICITY 178
|
| any_adam_object | 1 |
| author | Meier, Thomas |
| author_facet | Meier, Thomas |
| author_role | aut |
| author_sort | Meier, Thomas |
| author_variant | t m tm |
| building | Verbundindex |
| bvnumber | BV035649179 |
| ctrlnum | (OCoLC)610101699 (DE-599)OBVAC07699484 |
| dewey-full | 624.15136 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.15136 |
| dewey-search | 624.15136 |
| dewey-sort | 3624.15136 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Thesis Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02161nam a2200481 cb4500</leader><controlfield tag="001">BV035649179</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">t|</controlfield><controlfield tag="008">090728s2009 xx m||| 00||| eng d</controlfield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)610101699</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)OBVAC07699484</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-706</subfield><subfield code="a">DE-91</subfield><subfield code="a">DE-83</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.15136</subfield><subfield code="2">22/ger</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Meier, Thomas</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems</subfield><subfield code="c">von Thomas Meier</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Karlsruhe</subfield><subfield code="b">Inst. für Bodenmechanik und Felsmechanik</subfield><subfield code="c">2009</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">IV, 179 S.</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 Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe</subfield><subfield code="v">171</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Zsfassung in engl. Sprache</subfield></datafield><datafield tag="502" ind1=" " ind2=" "><subfield code="a">Zugl: Karlsruhe, Univ., Diss. 2008</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Messung</subfield><subfield code="0">(DE-588)4038852-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Viskoplastizität</subfield><subfield code="0">(DE-588)4136051-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Nichtbindiger Boden</subfield><subfield code="0">(DE-588)4171712-0</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Plastizität</subfield><subfield code="0">(DE-588)4046283-3</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Ton</subfield><subfield code="g">Geologie</subfield><subfield code="0">(DE-588)4185646-6</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">Nichtbindiger Boden</subfield><subfield code="0">(DE-588)4171712-0</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Plastizität</subfield><subfield code="0">(DE-588)4046283-3</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Messung</subfield><subfield code="0">(DE-588)4038852-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="1" ind2="0"><subfield code="a">Ton</subfield><subfield code="g">Geologie</subfield><subfield code="0">(DE-588)4185646-6</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="1"><subfield code="a">Viskoplastizität</subfield><subfield code="0">(DE-588)4136051-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="2"><subfield code="a">Messung</subfield><subfield code="0">(DE-588)4038852-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="830" ind1=" " ind2="0"><subfield code="a">Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe</subfield><subfield code="v">171</subfield><subfield code="w">(DE-604)BV004410524</subfield><subfield code="9">171</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=017703818&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA</subfield><subfield code="3">Inhaltsverzeichnis</subfield></datafield><datafield tag="943" ind1="1" ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-017703818</subfield></datafield></record></collection> |
| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV035649179 |
| illustrated | Not Illustrated |
| indexdate | 2024-12-20T13:39:44Z |
| institution | BVB |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-017703818 |
| oclc_num | 610101699 |
| open_access_boolean | |
| owner | DE-706 DE-91 DE-BY-TUM DE-83 |
| owner_facet | DE-706 DE-91 DE-BY-TUM DE-83 |
| physical | IV, 179 S. |
| publishDate | 2009 |
| publishDateSearch | 2009 |
| publishDateSort | 2009 |
| publisher | Inst. für Bodenmechanik und Felsmechanik |
| record_format | marc |
| 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 |
| spellingShingle | Meier, Thomas Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe Messung (DE-588)4038852-9 gnd Viskoplastizität (DE-588)4136051-5 gnd Nichtbindiger Boden (DE-588)4171712-0 gnd Plastizität (DE-588)4046283-3 gnd Ton Geologie (DE-588)4185646-6 gnd |
| subject_GND | (DE-588)4038852-9 (DE-588)4136051-5 (DE-588)4171712-0 (DE-588)4046283-3 (DE-588)4185646-6 (DE-588)4113937-9 |
| title | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems |
| title_auth | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems |
| title_exact_search | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems |
| title_full | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems von Thomas Meier |
| title_fullStr | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems von Thomas Meier |
| title_full_unstemmed | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems von Thomas Meier |
| title_short | Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems |
| title_sort | application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems |
| topic | Messung (DE-588)4038852-9 gnd Viskoplastizität (DE-588)4136051-5 gnd Nichtbindiger Boden (DE-588)4171712-0 gnd Plastizität (DE-588)4046283-3 gnd Ton Geologie (DE-588)4185646-6 gnd |
| topic_facet | Messung Viskoplastizität Nichtbindiger Boden Plastizität Ton Geologie Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017703818&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV004410524 |
| work_keys_str_mv | AT meierthomas applicationofhypoplasticandviscohypoplasticconstitutivemodelsforgeotechnicalproblems |
Inhaltsverzeichnis
Paper/Kapitel scannen lassen
Paper/Kapitel scannen lassen
Bibliotheksmagazin
| Signatur: |
0024 61 A 1705-171 Lageplan |
|---|---|
| Exemplar 1 | Ausleihbar Am Standort |