Elementary mechanics of soil behaviour: saturated remoulded soils
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| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English French |
| Published: |
Rotterdam [u.a.]
Balkema
1994
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XVI, 208 S. Ill., graph. Darst. |
| ISBN: | 9054101563 9054101571 |
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MARC
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| 245 | 1 | 0 | |a Elementary mechanics of soil behaviour |b saturated remoulded soils |c by Jean Biarez & Pierre-Yves Hicher |
| 264 | 1 | |a Rotterdam [u.a.] |b Balkema |c 1994 | |
| 300 | |a XVI, 208 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
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| 650 | 7 | |a Bodenmechanik |2 swd | |
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Record in the Search Index
| _version_ | 1804125903768256512 |
|---|---|
| adam_text | CONTENTS INTRODUCTION IX LIST OF SYMBOLS XM 1 MECHANICS OF PARTICULAR
MEDIA 1 1.1 GENERAL EQUATIONS 1 1.2 LAWS OF BEHAVIOUR 2 1.2.1 BEHAVIOUR
OF THE MATERIAL OF THE PARTICLES 2 1.2.2 BEHAVIOUR OF CONTACT BETWEEN
PARTICLES 2 1.2.3 BEHAVIOUR AS AFFECTED BY THE MINERALOGY 2 1.3 PARTICLE
BOUNDARY CONDITIONS 2 1.3.1 GEOMETRY OF THE PARTICLES 2 1.3.2 GEOMETRY
OF THE ARRANGEMENT OF THE PARTICLES 2 1.4 EXAMPLE: CALCULATION OF THE
DECREASE IN DISTANCE, W, BETWEEN TWO SPHERES UNDER A FORCE, F 4 2
CONTINUITY HYPOTHESIS 5 2.1 STRESS 5 2.2 STRAIN 5 2.3 CALCULATION OF
CONSTITUTIVE LAWS FOR A CONTINUUM BASED ON THE PROPERTIES OF A
DISCONTINUUM COMPOSED OF SPHERES 7 2.3.1 CALCULATION OF THE AVERAGE
STRESS// BASED ON THE FORCE,/, BETWEEN THE PARTICLES 7 2.3.2 CALCULATION
OF THE INTERACTION OF TWO SPHERES FOR AN ARRANGEMENT DEFINED BY G{E)
UNDER AN AVERAGE STRESS P 8 2.3.3 THE DEFORMATION OF A CONTINUOUS
MEDIUM REQUIRES THE STRAIN EPSILON = W/R 8 2.4 BEHAVIOUR OF IDEALISED
CONTINUOUS MEDIA 10 3 COMPRESSION TESTS SIGMA 3 /SIGMA 1 = CONSTANT
11 3.1 ISOTROPIC COMPRESSION (SIGMA 1 = SIGMA2 = SIGMA3 = P ) 11
3.LI ELASTIC BEHAVIOUR 11 3.1.2 PLASTIC BEHAVIOUR 13 3.2 STRESS PATHS
WITH SIGMA 3 /SIGMA 1 = K = CONSTANT 14 4 NORMALLY CONSOLIDATED
BEHAVIOUR (10 KPA TO 1 MPA) 16 4.1 NORMALLY CONSOLIDATED PATHS 16 4.2
TRIAXIAL CONVENTIONAL PATH (SIGMA2 = SIGMA3 = CONSTANT) 16 4.3
TRIAXIAL DEVIATORIC PATH (P = CONSTANT) 23 4.4 SURFACE OR NORMALLY
CONSOLIDATED BEHAVIOUR 26 4.5 CONSTANT VOLUME PATH: UNDRAINED TRIAXIAL
TEST 26 4.5.1 EFFECT OF LARGE STRESSES ON M AND C C 30 4.6 SMALL
DEFORMATIONS (EPSILON 10 -2 ) 30 4.6.1 SECANT MODULUS 30 4.6.2
NONLINEAR ELASTICITY (ROLE OF SIGMA 3 OR P ) 32 4.6.3 MODULI DERIVED
FROM THE HYPERBOLIC LAW 32 4.6.4 COMPARISON OF THE OEDOMETER AND
TRIAXIAL TEST PATH 38 5 OVER CONSOLIDATED BEHAVIOUR 39 5.1 SMALL STRAINS
(EPSILON 10 -2 ) 39 5.2 PSEUDO ELASTIC VOLUMETRIC LIMIT 40 5.2.1
OVERCONSOLIDATION RATIO LESS THAN 2 40 5.2.2 OVERCONSOLIDATION RATIO
GREATER THAN 2 43 5.3 STRESS-STRAIN RELATIONSHIP 49 5.4 MAXIMUM
RESISTANCE IN THE STRESS PLANE Q :P 53 5.5 PERFECT PLASTICITY 58 5.6
LOCALISATION 58 5.7 PATH WITHOUT VOLUME CHANGE - THE CONSOLIDATED
UNDRAINED TEST(CIU) 69 6 OEDOMETRIC PATH EPSILON 2 = EPSILON 3 = 0 73
6.1 NORMALLY CONSOLIDATED (NC) (SIGMA V SIGMA VC ) 73 6.2 OVER
CONSOLIDATED (OC) (SIGMA V SIGMA VC 73 6.3 CALCULATION OF
SETTLEMENT 75 6.4 BEHAVIOUR OF SANDS 78 6.5 DEFORMABLE CYLINDER 79 7
CLASSIFICATION OF AND CORRELATIONS BETWEEN THE PARAMETERS 81 7.1 METHOD
OF CLASSIFICATION 81 7.1.1 CLASSIFICATION OF LABORATORY TESTS 81 7.1.2
CLASSIFICATION OF IN SITU TESTS 85 7.2 ANALYSIS OF TEST DATA 92 7.2.1
PROPERTIES OF THE PARTICLES (CLASS I) 92 7.2.2 ARRANGEMENT OF THE
PARTICLES 7.2.3 ANALYSIS BASED ON THE OEDOMETER TEST 7.2.4 ANALYSIS
BASED ON THE TRIAXIAL TEST 8 THREE DIMENSIONAL BEHAVIOUR - EFFECT OF THE
INTERMEDIATE PRINCIPAL STRESS 8.1 PROPORTIONAL PATHS: TESTS WITH B SIGMA
CONSTANT 8.2 RELATIONSHIPS BETWEEN STRESS AND STRAIN 8.3 DEVELOPMENT OF
PRINCIPAL STRAINS 8.4 MAXIMUM STRENGTH 9 ANISOTROPY 9.1 GEOMETRIC
ANISOTROPY 9.2 MECHANICAL ANISOTROPY 9.3 THREE DIMENSIONAL TESTS ALONG
THE AXES OF ORTHOTROPY 9.4 TESTS OTHER THAN THOSE ON THE ORTHOTOPIC AXIS
9.4.1 TESTS WITH THE PRINCIPAL STRESS AXES DIRECTIONS FIXED 9.4.2
INFLUENCE OF ROTATION OF THE PRINCIPAL STRESS AXIS 10 CYCLIC BEHAVIOUR
OF SOILS 10.1 ISOTROPIC STRESS PATHS 10.2 TRIAXIAL DRAINED PATHS 10.2.1
ONE-WAY CYCLIC TESTS 10.2.2 TWO-WAY CYCLIC TRIAXIAL TESTS 10.3 INFLUENCE
OF ROTATING PRINCIPAL AXES 10.4 UNDRAINED TRIAXIAL TESTS APPENDICES
APPENDIX TO CHAPTER 1, FROM GRAINS TO A CONTINUUM APPENDIX TO CHAPTER 2,
ON THE KINEMATICS OF DEFORMABLE MEDIA: WITH AND WITHOUT ROTATION
APPENDIX 1 TO CHAPTER 7, INTRODUCTION TO THE PROPERTIES OF FINE SOILS IN
SITU APPENDIX 2 TO CHAPTER 7, CORRELATIONS FOR ROCKFILL DAMS APPENDIX 3
TO CHAPTER 7, BEHAVIOUR OF ROCKFILL DAMS GENERAL APPENDIX, ROLE OF
INELASTIC DEFORMATIONS OF THE PARTICLES REFERENCES 205
|
| any_adam_object | 1 |
| author | Biarez, Jean Hicher, Pierre-Yves |
| author_facet | Biarez, Jean Hicher, Pierre-Yves |
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| id | DE-604.BV011391418 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T18:08:57Z |
| institution | BVB |
| isbn | 9054101563 9054101571 |
| language | English French |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-007656966 |
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| physical | XVI, 208 S. Ill., graph. Darst. |
| publishDate | 1994 |
| publishDateSearch | 1994 |
| publishDateSort | 1994 |
| publisher | Balkema |
| record_format | marc |
| spelling | Biarez, Jean Verfasser aut Elementary mechanics of soil behaviour saturated remoulded soils by Jean Biarez & Pierre-Yves Hicher Rotterdam [u.a.] Balkema 1994 XVI, 208 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Bodenmechanik swd Soil mechanics Hicher, Pierre-Yves Verfasser aut OEBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007656966&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Biarez, Jean Hicher, Pierre-Yves Elementary mechanics of soil behaviour saturated remoulded soils Bodenmechanik swd Soil mechanics |
| title | Elementary mechanics of soil behaviour saturated remoulded soils |
| title_auth | Elementary mechanics of soil behaviour saturated remoulded soils |
| title_exact_search | Elementary mechanics of soil behaviour saturated remoulded soils |
| title_full | Elementary mechanics of soil behaviour saturated remoulded soils by Jean Biarez & Pierre-Yves Hicher |
| title_fullStr | Elementary mechanics of soil behaviour saturated remoulded soils by Jean Biarez & Pierre-Yves Hicher |
| title_full_unstemmed | Elementary mechanics of soil behaviour saturated remoulded soils by Jean Biarez & Pierre-Yves Hicher |
| title_short | Elementary mechanics of soil behaviour |
| title_sort | elementary mechanics of soil behaviour saturated remoulded soils |
| title_sub | saturated remoulded soils |
| topic | Bodenmechanik swd Soil mechanics |
| topic_facet | Bodenmechanik Soil mechanics |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007656966&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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