Pressuremeters in geotechnical design:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London [u.a.]
Blackie Acad. & Professional
1995
|
| Ausgabe: | 1. ed. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Literaturverz. S. 330 - 355 |
| Beschreibung: | XV, 364 S. Ill., graph. Darst. |
| ISBN: | 0751400416 |
Internformat
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| 100 | 1 | |a Clarke, Barry G. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Pressuremeters in geotechnical design |c B. G. Clarke |
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| 264 | 1 | |a London [u.a.] |b Blackie Acad. & Professional |c 1995 | |
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| 650 | 4 | |a Géotechnique | |
| 650 | 4 | |a Pression - Mesure - Instruments | |
| 650 | 4 | |a Pénétromètres | |
| 650 | 4 | |a Sols - Essais | |
| 650 | 4 | |a Foundations | |
| 650 | 4 | |a Pressure |x Measurement |x Instruments | |
| 650 | 4 | |a Rock mechanics | |
| 650 | 4 | |a Soil mechanics | |
| 650 | 4 | |a Soils |x Testing | |
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Datensatz im Suchindex
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| adam_text | PRESSUREMETERS IN GEOTECHNICAL DESIGN B.G. CLARKE DEPARTMENT OF CIVIL
ENGINEERING UNIVERSITY OF NEWCASTLE UPON TYNE BLACK1E ACADEMIC &
PROFESSIONAL AN IMPRINT OF CHAPMAN & HALL LONDON * GLASGOW * WEINHEIM *
NEW YORK - TOKYO * MELBOURNE * MADRAS CONTENTS LIST OF SYMBOLS XI 1
INTRODUCTION 1 1.1 INTRODUCTION 1 1.2 DEFINITION OF A PRESSUREMETER 7
1.3 THE DEVELOPMENT OF THE PRESSUREMETER 8 1.4 THE PRESSUREMETER TEST 11
1.4.1 THE PROBE 11 1.4.2 THE EXPANSION CURVE 15 1.5 SUMMARY 16 2
PRESSUREMETER PROBES AND TESTING EQUIPMENT 19 2.1 INTRODUCTION 19 2.2
KEY FEATURES OF PRESSUREMETERS 19 2.2.1 THE PROBE 19 2.2.2 THE CONTROL
UNIT 23 2.3 PREBORED PRESSUREMETERS 24 2.3.1 THE MENARD PRESSUREMETER 25
2.3.2 THE OYOMETER 32 2.3.3 THE HIGH-PRESSURE DILATOMETER 34 2.3.4 OTHER
PREBORED PRESSUREMETERS 36 2.4 SELF-BORING PRESSUREMETERS 39 2.4.1 THE
PRESSIOMETRE AUTOFOREUR 41 2.4.2 THE CAMBRIDGE SELF-BORING PRESSUREMETER
45 2.4.3 THE WEAK ROCK SELF-BORING PRESSUREMETER 51 2.4.4 OTHER
SELF-BORING PRESSUREMETERS 53 2.5 PUSHED-IN PRESSUREMETERS 58 2.5.1 FULL
DISPLACEMENT OR CONE PRESSUREMETER 58 2.5.2 THE STRESSPROBE 60 2.6
SUMMARY 62 3 SITE OPERATIONS 63 3.1 INTRODUCTION 63 3.2 INSTALLATION
TECHNIQUES 63 3.2.1 INTRODUCTION 63 3.2.2 PREBORED PRESSUREMETERS 64
3.2.3 THE SELF-BORING PRESSUREMETER 73 3.2.4 THE PUSHED-IN PRESSUREMETER
84 3.3 CALIBRATIONS 86 3.3.1 INTRODUCTION 86 3.3.2 PRESSURE GAUGES 86
3.3.3 DISPLACEMENT TRANSDUCERS 87 3.3.4 TOTAL PRESSURE TRANSDUCERS 88
3.3.5 EFFECTIVE PRESSURE AND PORE PRESSURE TRANSDUCERS 89 3.3.6 MEMBRANE
STIFFNESS 90 3.3.7 MEMBRANE THINNING 92 3.3.8 MEMBRANE COMPRESSION 95
3.4 3.5 3.6 3.7 3.3.9 3.3.10 3.3.11 SYSTEM COMPRESSION THE INITIAL
DIMENSION OF THE PROBE AND READINGS OF THE TRANSDUCERS FREQUENCY AND
RELEVANCE OF CALIBRATIONS ON-SITE SYSTEM CHECKS THE TEST 3.5.1 3.5.2
3.5.3 3.5.4 3.5.5 3.5.6 3.5.7 INTRODUCTION THE MENARD METHOD
STRESS-CONTROLLED TESTS STRAIN-CONTROLLED TESTS ADDITIONAL TEST
PROCEDURES TESTING IN ICE SUMMARY OF TEST PROCEDURES TERMINATION OF A
TEST 3.6.1 3.6.2 3.6.3 3.6.4 3.6.5 INTRODUCTION MAXIMUM PRESSURE
CAPACITY MAXIMUM OIL CAPACITY BURST MEMBRANES MAXIMUM DISPLACEMENT
REDUCTION OF DATA AND INITIAL PLOTS 3.7.1 3.7.2 3.7.3 3.7.4 INTRODUCTION
THE MENARD PRESSUREMETER TEST AND OTHER VOLUME TYPE PRESSUREMETER TESTS
RADIAL DISPLACEMENT TYPE PBP TESTS RADIAL DISPLACEMENT TYPE SBP AND PIP
PRESSUREMETER TESTS VLLL CONTENTS 97 99 102 103 103 105 108 110 111 115
117 117 117 119 119 121 121 121 121 122 125 126 3.8 SUMMARY 128 ANALYSIS
OF EXPANDING CAVITIES 130 4.1 INTRODUCTION 130 4.2 DISTRIBUTION OF
STRESS AND STRAIN 131 4.3 ELASTIC GROUND 133 4.4 UNDRAINED EXPANSION OF
CYLINDRICAL CAVITY (QUICK TESTS IN CLAY) 135 4.4.1 GENERAL ANALYSIS 135
4.4.2 LINEAR ELASTIC PERFECTLY PLASTIC SOIL 136 4.4.3 NON-LINEAR
MATERIAL 139 4.5 DRAINED EXPANSION OF A CYLINDRICAL CAVITY (TESTS IN
SAND) 142 4.5.1 VOLUME CHANGES 142 4.5.2 GENERAL ANALYSIS 144 4.5.3 VERY
DENSE SANDS 147 4.6 TESTS IN ROCK 148 4.7 SPECIFIC ANALYSES 153 4.7.1
NON-LINEAR STIFFNESS 153 4.7.2 UNDRAINED ANALYSIS ASSUMING ENTIRE
EXPANSION AT THE LIMIT PRESSURE 156 4.7.3 COEFFICIENT OF CONSOLIDATION
158 4.8 SUMMARY 160 FACTORS AFFECTING THE INTERPRETATION OF
PRESSUREMETER TESTS 161 5.1 INTRODUCTION 161 5.2 REASONS FOR THE USE OF
SEMI-EMPIRICAL METHODS 161 5.2.1 INTRODUCTION 161 5.2.2 EFFECTS OF
INSTALLATION 162 5.2.3 EFFECTS OF THE IN-SITU STRESS 164 5.2.4 EFFECTS
OF DISCONTINUITIES AND BANDS OF HARD AND SOFT LAYERS 167 5.2.5 EFFECTS
OF TEST PROCEDURE 168 5.2.6 EFFECTS OF TEST CAVITY SHAPE 171 5.2.7
EFFECTS OF PROBE TYPE 172 5.3 SUMMARY 174 CONTENTS IX 6 INTERPRETATION
OF PRESSUREMETER TESTS 175 6.1 INTRODUCTION 175 6.2 DATA QUALITY AND
GROUND TYPE 175 6.2.1 INTRODUCTION 175 6.2.2 QUALITY OF INSTALLATION 175
6.2.3 GROUND TYPE 177 6.3 INTERPRETATION OF AN MPM TEST: THE
PRESSUREMETER MODULUS AND MODIFIED LIMIT PRESSURE 179 6.4 ESTIMATING
HORIZONTAL STRESS FROM A PRESSUREMETER TEST 182 6.4.1 INTRODUCTION 182
6.4.2 LIFT-OFF METHOD 183 6.4.3 METHODS BASED ON SHEAR STRENGTH 190
6.4.4 METHODS BASED ON TEST PROCEDURE 195 6.4.5 CURVE FITTING METHODS
196 6.4.6 CORRELATIONS 201 6.4.7 THE SUBJECTIVITY OF THE SELECTION OF
HORIZONTAL STRESS 202 6.5 MODULUS 202 6.5.1 INITIAL MODULUS 203 6.5.2
UNLOAD/RELOAD MODULUS 203 6.5.3 NON-LINEAR STIFFNESS PROFILE 207 6.6
UNDRAINED SHEAR STRENGTH 211 6.6.1 GENERAL ANALYSIS 213 6.6.2 ELASTIC
PERFECTLY PLASTIC SOIL 217 6.7 ANGLES OF SHEARING RESISTANCE AND
DILATION 222 6.8 LIMIT PRESSURE 229 6.9 CONSOLIDATION AND CREEP 232 6.10
OVERCONSOLIDATION RATIO 234 6.11 SUMMARY 236 7 DESIGN RULES AND
APPLICATIONS 238 7.1 INTRODUCTION 238 7.2 THE DIRECT METHOD: THE MENARD
METHOD 239 7.2.1 SHALLOW FOUNDATIONS 240 7.2.2 THE MENARD METHOD BASED
ON RESULTS OF SBP TESTS 247 7.2.3 AXIALLY LOADED PILES 247 7.2.4
HORIZONTALLY LOADED PILES 254 7.2.5 GROUND ANCHORS 256 7.3 OTHER DIRECT
DESIGN METHODS FOR HORIZONTALLY LOADED PILES 258 7.4 COMPARISONS BETWEEN
RESULTS OF PRESSUREMETER AND OTHER TESTS 264 7.4.1 TOTAL HORIZONTAL
STRESS 264 7.4.2 MODULUS 270 7.4.3 UNDRAINED SHEAR STRENGTH 278 7.4.4
ANGLE OF SHEARING RESISTANCE 284 7.4.5 LIMIT PRESSURE 288 7.5
APPLICATIONS 289 7.6 SUMMARY 295 8 CHOICE OF PRESSUREMETER,
SPECIFICATIONS AND DEVELOPMENTS 297 8.1 INTRODUCTION 297 8.2 CURRENT
STATE OF PRESSUREMETER TESTING 297 8.3 CHOOSING A PRESSUREMETER 301 8.4
A TYPICAL SPECIFICATION 304 8.5 COSTS 311 8.6 FUTURE DEVELOPMENTS 311
APPENDIX SPECIFICATIONS AND QUANTITIES 314 A.I INTRODUCTION 314 X
CONTENTS A.2 GENERAL 314 A.2.1 THE EQUIPMENT 314 A.2.2 THE OPERATOR 315
A.3 PROBES 315 A.3.1 GENERAL 315 A.3.2 VOLUME DISPLACEMENT TYPE PROBES
315 A.3.3 RADIAL DISPLACEMENT TYPE PROBES 316 A.4 CALIBRATIONS 317 A.4.1
TYPES 317 A.4.2 TOTAL PRESSURE TRANSDUCER 317 A.4.3 DISPLACEMENT
TRANSDUCER 318 A.4.4 PORE PRESSURE TRANSDUCERS (IF FITTED) 318 A.4.5
SYSTEM COMPRESSION 318 A.4.6 MEMBRANE STIFFNESS 319 A.4.7 MEMBRANE
COMPRESSION 319 A.4.8 FREQUENCY 320 A.5 INSTALLATION 320 A.5.1 PREBORED
PRESSUREMETERS 320 A.5.2 SELF-BORED PRESSUREMETER 321 A.5.3 PUSHED-IN
PRESSUREMETERS 322 A.6 TESTING PROCEDURE 322 A.6.1 STRAIN-CONTROLLED
TESTS 323 A.6.2 STRESS-CONTROLLED TESTS 323 A.6.3 STRESS-CONTROLLED
TESTS: MENARD METHOD 324 A.7 ON-SITE DATA PROCESSING 324 A.7.1 VOLUME
DISPLACEMENT TYPE PROBES 324 A.7.2 RADIAL DISPLACEMENT TYPE PROBES 324
A.8 INTERPRETATION 324 A.9 INFORMATION TO BE SUBMITTED 325 A.9.1 PRIOR
TO COMMENCING WORK ON SITE 325 A.9.2 PRELIMINARY RESULTS FOR EACH TEST
325 A.9.3 REPORT DATA PROCESSING AND ANALYSIS 326 A.9.4 INFORMATION TO
BE SUBMITTED IN THE REPORT 326 A.10 BILL OF QUANTITIES 327 REFERENCES
AND BIBLIOGRAPHY 330 INDEX 357
|
| adam_txt |
PRESSUREMETERS IN GEOTECHNICAL DESIGN B.G. CLARKE DEPARTMENT OF CIVIL
ENGINEERING UNIVERSITY OF NEWCASTLE UPON TYNE BLACK1E ACADEMIC &
PROFESSIONAL AN IMPRINT OF CHAPMAN & HALL LONDON * GLASGOW * WEINHEIM *
NEW YORK - TOKYO * MELBOURNE * MADRAS CONTENTS LIST OF SYMBOLS XI 1
INTRODUCTION 1 1.1 INTRODUCTION 1 1.2 DEFINITION OF A PRESSUREMETER 7
1.3 THE DEVELOPMENT OF THE PRESSUREMETER 8 1.4 THE PRESSUREMETER TEST 11
1.4.1 THE PROBE 11 1.4.2 THE EXPANSION CURVE 15 1.5 SUMMARY 16 2
PRESSUREMETER PROBES AND TESTING EQUIPMENT 19 2.1 INTRODUCTION 19 2.2
KEY FEATURES OF PRESSUREMETERS 19 2.2.1 THE PROBE 19 2.2.2 THE CONTROL
UNIT 23 2.3 PREBORED PRESSUREMETERS 24 2.3.1 THE MENARD PRESSUREMETER 25
2.3.2 THE OYOMETER 32 2.3.3 THE HIGH-PRESSURE DILATOMETER 34 2.3.4 OTHER
PREBORED PRESSUREMETERS 36 2.4 SELF-BORING PRESSUREMETERS 39 2.4.1 THE
PRESSIOMETRE AUTOFOREUR 41 2.4.2 THE CAMBRIDGE SELF-BORING PRESSUREMETER
45 2.4.3 THE WEAK ROCK SELF-BORING PRESSUREMETER 51 2.4.4 OTHER
SELF-BORING PRESSUREMETERS 53 2.5 PUSHED-IN PRESSUREMETERS 58 2.5.1 FULL
DISPLACEMENT OR CONE PRESSUREMETER 58 2.5.2 THE STRESSPROBE 60 2.6
SUMMARY 62 3 SITE OPERATIONS 63 3.1 INTRODUCTION 63 3.2 INSTALLATION
TECHNIQUES 63 3.2.1 INTRODUCTION 63 3.2.2 PREBORED PRESSUREMETERS 64
3.2.3 THE SELF-BORING PRESSUREMETER 73 3.2.4 THE PUSHED-IN PRESSUREMETER
84 3.3 CALIBRATIONS 86 3.3.1 INTRODUCTION 86 3.3.2 PRESSURE GAUGES 86
3.3.3 DISPLACEMENT TRANSDUCERS 87 3.3.4 TOTAL PRESSURE TRANSDUCERS 88
3.3.5 EFFECTIVE PRESSURE AND PORE PRESSURE TRANSDUCERS 89 3.3.6 MEMBRANE
STIFFNESS 90 3.3.7 MEMBRANE THINNING 92 3.3.8 MEMBRANE COMPRESSION 95
3.4 3.5 3.6 3.7 3.3.9 3.3.10 3.3.11 SYSTEM COMPRESSION THE INITIAL
DIMENSION OF THE PROBE AND READINGS OF THE TRANSDUCERS FREQUENCY AND
RELEVANCE OF CALIBRATIONS ON-SITE SYSTEM CHECKS THE TEST 3.5.1 3.5.2
3.5.3 3.5.4 3.5.5 3.5.6 3.5.7 INTRODUCTION THE MENARD METHOD
STRESS-CONTROLLED TESTS STRAIN-CONTROLLED TESTS ADDITIONAL TEST
PROCEDURES TESTING IN ICE SUMMARY OF TEST PROCEDURES TERMINATION OF A
TEST 3.6.1 3.6.2 3.6.3 3.6.4 3.6.5 INTRODUCTION MAXIMUM PRESSURE
CAPACITY MAXIMUM OIL CAPACITY BURST MEMBRANES MAXIMUM DISPLACEMENT
REDUCTION OF DATA AND INITIAL PLOTS 3.7.1 3.7.2 3.7.3 3.7.4 INTRODUCTION
THE MENARD PRESSUREMETER TEST AND OTHER VOLUME TYPE PRESSUREMETER TESTS
RADIAL DISPLACEMENT TYPE PBP TESTS RADIAL DISPLACEMENT TYPE SBP AND PIP
PRESSUREMETER TESTS VLLL CONTENTS 97 99 102 103 103 105 108 110 111 115
117 117 117 119 119 121 121 121 121 122 125 126 3.8 SUMMARY 128 ANALYSIS
OF EXPANDING CAVITIES 130 4.1 INTRODUCTION 130 4.2 DISTRIBUTION OF
STRESS AND STRAIN 131 4.3 ELASTIC GROUND 133 4.4 UNDRAINED EXPANSION OF
CYLINDRICAL CAVITY (QUICK TESTS IN CLAY) 135 4.4.1 GENERAL ANALYSIS 135
4.4.2 LINEAR ELASTIC PERFECTLY PLASTIC SOIL 136 4.4.3 NON-LINEAR
MATERIAL 139 4.5 DRAINED EXPANSION OF A CYLINDRICAL CAVITY (TESTS IN
SAND) 142 4.5.1 VOLUME CHANGES 142 4.5.2 GENERAL ANALYSIS 144 4.5.3 VERY
DENSE SANDS 147 4.6 TESTS IN ROCK 148 4.7 SPECIFIC ANALYSES 153 4.7.1
NON-LINEAR STIFFNESS 153 4.7.2 UNDRAINED ANALYSIS ASSUMING ENTIRE
EXPANSION AT THE LIMIT PRESSURE 156 4.7.3 COEFFICIENT OF CONSOLIDATION
158 4.8 SUMMARY 160 FACTORS AFFECTING THE INTERPRETATION OF
PRESSUREMETER TESTS 161 5.1 INTRODUCTION 161 5.2 REASONS FOR THE USE OF
SEMI-EMPIRICAL METHODS 161 5.2.1 INTRODUCTION 161 5.2.2 EFFECTS OF
INSTALLATION 162 5.2.3 EFFECTS OF THE IN-SITU STRESS 164 5.2.4 EFFECTS
OF DISCONTINUITIES AND BANDS OF HARD AND SOFT LAYERS 167 5.2.5 EFFECTS
OF TEST PROCEDURE 168 5.2.6 EFFECTS OF TEST CAVITY SHAPE 171 5.2.7
EFFECTS OF PROBE TYPE 172 5.3 SUMMARY 174 CONTENTS IX 6 INTERPRETATION
OF PRESSUREMETER TESTS 175 6.1 INTRODUCTION 175 6.2 DATA QUALITY AND
GROUND TYPE 175 6.2.1 INTRODUCTION 175 6.2.2 QUALITY OF INSTALLATION 175
6.2.3 GROUND TYPE 177 6.3 INTERPRETATION OF AN MPM TEST: THE
PRESSUREMETER MODULUS AND MODIFIED LIMIT PRESSURE 179 6.4 ESTIMATING
HORIZONTAL STRESS FROM A PRESSUREMETER TEST 182 6.4.1 INTRODUCTION 182
6.4.2 LIFT-OFF METHOD 183 6.4.3 METHODS BASED ON SHEAR STRENGTH 190
6.4.4 METHODS BASED ON TEST PROCEDURE 195 6.4.5 CURVE FITTING METHODS
196 6.4.6 CORRELATIONS 201 6.4.7 THE SUBJECTIVITY OF THE SELECTION OF
HORIZONTAL STRESS 202 6.5 MODULUS 202 6.5.1 INITIAL MODULUS 203 6.5.2
UNLOAD/RELOAD MODULUS 203 6.5.3 NON-LINEAR STIFFNESS PROFILE 207 6.6
UNDRAINED SHEAR STRENGTH 211 6.6.1 GENERAL ANALYSIS 213 6.6.2 ELASTIC
PERFECTLY PLASTIC SOIL 217 6.7 ANGLES OF SHEARING RESISTANCE AND
DILATION 222 6.8 LIMIT PRESSURE 229 6.9 CONSOLIDATION AND CREEP 232 6.10
OVERCONSOLIDATION RATIO 234 6.11 SUMMARY 236 7 DESIGN RULES AND
APPLICATIONS 238 7.1 INTRODUCTION 238 7.2 THE DIRECT METHOD: THE MENARD
METHOD 239 7.2.1 SHALLOW FOUNDATIONS 240 7.2.2 THE MENARD METHOD BASED
ON RESULTS OF SBP TESTS 247 7.2.3 AXIALLY LOADED PILES 247 7.2.4
HORIZONTALLY LOADED PILES 254 7.2.5 GROUND ANCHORS 256 7.3 OTHER DIRECT
DESIGN METHODS FOR HORIZONTALLY LOADED PILES 258 7.4 COMPARISONS BETWEEN
RESULTS OF PRESSUREMETER AND OTHER TESTS 264 7.4.1 TOTAL HORIZONTAL
STRESS 264 7.4.2 MODULUS 270 7.4.3 UNDRAINED SHEAR STRENGTH 278 7.4.4
ANGLE OF SHEARING RESISTANCE 284 7.4.5 LIMIT PRESSURE 288 7.5
APPLICATIONS 289 7.6 SUMMARY 295 8 CHOICE OF PRESSUREMETER,
SPECIFICATIONS AND DEVELOPMENTS 297 8.1 INTRODUCTION 297 8.2 CURRENT
STATE OF PRESSUREMETER TESTING 297 8.3 CHOOSING A PRESSUREMETER 301 8.4
A TYPICAL SPECIFICATION 304 8.5 COSTS 311 8.6 FUTURE DEVELOPMENTS 311
APPENDIX SPECIFICATIONS AND QUANTITIES 314 A.I INTRODUCTION 314 X
CONTENTS A.2 GENERAL 314 A.2.1 THE EQUIPMENT 314 A.2.2 THE OPERATOR 315
A.3 PROBES 315 A.3.1 GENERAL 315 A.3.2 VOLUME DISPLACEMENT TYPE PROBES
315 A.3.3 RADIAL DISPLACEMENT TYPE PROBES 316 A.4 CALIBRATIONS 317 A.4.1
TYPES 317 A.4.2 TOTAL PRESSURE TRANSDUCER 317 A.4.3 DISPLACEMENT
TRANSDUCER 318 A.4.4 PORE PRESSURE TRANSDUCERS (IF FITTED) 318 A.4.5
SYSTEM COMPRESSION 318 A.4.6 MEMBRANE STIFFNESS 319 A.4.7 MEMBRANE
COMPRESSION 319 A.4.8 FREQUENCY 320 A.5 INSTALLATION 320 A.5.1 PREBORED
PRESSUREMETERS 320 A.5.2 SELF-BORED PRESSUREMETER 321 A.5.3 PUSHED-IN
PRESSUREMETERS 322 A.6 TESTING PROCEDURE 322 A.6.1 STRAIN-CONTROLLED
TESTS 323 A.6.2 STRESS-CONTROLLED TESTS 323 A.6.3 STRESS-CONTROLLED
TESTS: MENARD METHOD 324 A.7 ON-SITE DATA PROCESSING 324 A.7.1 VOLUME
DISPLACEMENT TYPE PROBES 324 A.7.2 RADIAL DISPLACEMENT TYPE PROBES 324
A.8 INTERPRETATION 324 A.9 INFORMATION TO BE SUBMITTED 325 A.9.1 PRIOR
TO COMMENCING WORK ON SITE 325 A.9.2 PRELIMINARY RESULTS FOR EACH TEST
325 A.9.3 REPORT DATA PROCESSING AND ANALYSIS 326 A.9.4 INFORMATION TO
BE SUBMITTED IN THE REPORT 326 A.10 BILL OF QUANTITIES 327 REFERENCES
AND BIBLIOGRAPHY 330 INDEX 357 |
| any_adam_object | 1 |
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| author | Clarke, Barry G. |
| author_facet | Clarke, Barry G. |
| author_role | aut |
| author_sort | Clarke, Barry G. |
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| building | Verbundindex |
| bvnumber | BV021937073 |
| callnumber-first | T - Technology |
| callnumber-label | TA705 |
| callnumber-raw | TA705 |
| callnumber-search | TA705 |
| callnumber-sort | TA 3705 |
| callnumber-subject | TA - General and Civil Engineering |
| ctrlnum | (OCoLC)31709553 (DE-599)BVBBV021937073 |
| dewey-full | 624.15136 551.300287 |
| dewey-hundreds | 600 - Technology (Applied sciences) 500 - Natural sciences and mathematics |
| dewey-ones | 624 - Civil engineering 551 - Geology, hydrology, meteorology |
| dewey-raw | 624.15136 551.300287 |
| dewey-search | 624.15136 551.300287 |
| dewey-sort | 3624.15136 |
| dewey-tens | 620 - Engineering and allied operations 550 - Earth sciences |
| discipline | Geologie / Paläontologie Bauingenieurwesen |
| discipline_str_mv | Geologie / Paläontologie Bauingenieurwesen |
| edition | 1. ed. |
| format | Book |
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| id | DE-604.BV021937073 |
| illustrated | Illustrated |
| index_date | 2024-07-02T16:06:40Z |
| indexdate | 2024-07-09T20:47:47Z |
| institution | BVB |
| isbn | 0751400416 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-015152226 |
| oclc_num | 31709553 |
| open_access_boolean | |
| owner | DE-706 |
| owner_facet | DE-706 |
| physical | XV, 364 S. Ill., graph. Darst. |
| publishDate | 1995 |
| publishDateSearch | 1995 |
| publishDateSort | 1995 |
| publisher | Blackie Acad. & Professional |
| record_format | marc |
| spelling | Clarke, Barry G. Verfasser aut Pressuremeters in geotechnical design B. G. Clarke 1. ed. London [u.a.] Blackie Acad. & Professional 1995 XV, 364 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturverz. S. 330 - 355 Fondations (Construction) - Instruments Géotechnique Pression - Mesure - Instruments Pénétromètres Sols - Essais Foundations Pressure Measurement Instruments Rock mechanics Soil mechanics Soils Testing Ingenieurgeologie (DE-588)4125674-8 gnd rswk-swf Probenahme (DE-588)4047319-3 gnd rswk-swf Probenahme (DE-588)4047319-3 s DE-604 Ingenieurgeologie (DE-588)4125674-8 s GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015152226&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Clarke, Barry G. Pressuremeters in geotechnical design Fondations (Construction) - Instruments Géotechnique Pression - Mesure - Instruments Pénétromètres Sols - Essais Foundations Pressure Measurement Instruments Rock mechanics Soil mechanics Soils Testing Ingenieurgeologie (DE-588)4125674-8 gnd Probenahme (DE-588)4047319-3 gnd |
| subject_GND | (DE-588)4125674-8 (DE-588)4047319-3 |
| title | Pressuremeters in geotechnical design |
| title_auth | Pressuremeters in geotechnical design |
| title_exact_search | Pressuremeters in geotechnical design |
| title_exact_search_txtP | Pressuremeters in geotechnical design |
| title_full | Pressuremeters in geotechnical design B. G. Clarke |
| title_fullStr | Pressuremeters in geotechnical design B. G. Clarke |
| title_full_unstemmed | Pressuremeters in geotechnical design B. G. Clarke |
| title_short | Pressuremeters in geotechnical design |
| title_sort | pressuremeters in geotechnical design |
| topic | Fondations (Construction) - Instruments Géotechnique Pression - Mesure - Instruments Pénétromètres Sols - Essais Foundations Pressure Measurement Instruments Rock mechanics Soil mechanics Soils Testing Ingenieurgeologie (DE-588)4125674-8 gnd Probenahme (DE-588)4047319-3 gnd |
| topic_facet | Fondations (Construction) - Instruments Géotechnique Pression - Mesure - Instruments Pénétromètres Sols - Essais Foundations Pressure Measurement Instruments Rock mechanics Soil mechanics Soils Testing Ingenieurgeologie Probenahme |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015152226&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT clarkebarryg pressuremetersingeotechnicaldesign |