In situ tests in geotechnical engineering:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London
ISTE
2015
|
| Schriftenreihe: | Civil engineering and geomechanics series
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Klappentext |
| Beschreibung: | xxvi, 363 Seiten Illustrationen |
| ISBN: | 9781848218499 |
Internformat
MARC
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| 100 | 1 | |a Monnet, Jacques |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a In situ tests in geotechnical engineering |c Jacques Monnet |
| 264 | 1 | |a London |b ISTE |c 2015 | |
| 300 | |a xxvi, 363 Seiten |b Illustrationen | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 0 | |a Civil engineering and geomechanics series | |
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Datensatz im Suchindex
| _version_ | 1804175799323983872 |
|---|---|
| adam_text | Contents
fl
Foreword................................................................. xi
Symbols and Notations.................................................. xv
Introduction...........................................................xxvii
Chapter 1. Measuring Water Content and Density........................ 1
1.1. Sample collection method.......................................... 1
1.1.1. Measuring water content using the fiying pan method........... 1
LI.2. Measuring water content using the oven-dry method.............. 1
1.1.3. Measuring dry density using a membrane densitometer........... 2
1.1.4. Measuring diy density using the excavation method............. 4
1.2. Method without sample collection.............................. 4
Chapter 2. Soil and Rock Sampling Methods............................... 7
2.1. Sampling classes and nomenclature................................. 7
2.2. Sampling techniques............................................... 8
2.2.1. Manual samples.............................................. 9
2.2.2. Core drilling.............................................. 12
2.2.3. Semi-destructive drills...................................... 19
2.2.4. Destructive drills . ........................................ 23
2.3. The procedures.................................................. 23
2.3.1. Sample collection methods................................... 24
2.3.2. The choice of sampling technique............................. 25
2.3.3. Labeling samples............................................. 30
2.3.4. Transporting the samples..................................... 32
2.3.5. Storage before testing of class 1 and 3 samples........... 32
2.3.6. Competence of the providers.................................. 32
vi In Situ Tests in Geotechnical Engineering
2.3.7. Checking: controls............................................. 33
2.3.8. Sampling written record........................................ 34
2.4. The drilling section............................................. 35
2.5. The rock-quality designation (RQD) . ............................. 37
Chapter 3. Measuring the Total Pressuring, the Interstitial
Pressure and the Groundwater Table Rating............................... 39
3.1. Measuring the total pressure within the soil................... 39
3.1.1. Measurement principles . ................................... 39
3.1.2. Mode of action of the sensors............................... 39
3.1.3. Deformation measuring systems.................................. 40
3.1.4. Soil-sensor interaction......................................... 41
3.1.5. Other measuring errors......................................... 44
3.1.6. Examples of total pressure sensors.......................... 50
3.2. Measuring the interstitial pressure and the
level of the water table............................................... 50
3.2.1. Open-tubed piezometer.......................................... 51
3.2.2. Closed-tube piezometer......................................... 52
Chapter 4. Measuring Movement, Settling
and Force.................................................................. 55
4.1. Measuring movement................................................ 55
4.1.1. Topography..................................................... 55
4.1.2. Measuring distance directly.................................... 61
4.1.3. The inclinometry technique..................................... 63
4.2. Measuring the settlement.......................................... 67
4.2.1. Plate settling gauge........................................... 68
4.2.2. Hydraulic settling gauge....................................... 69
4.2.3. Magnetic settling gauge...................................... 70
4.3. Force transducers................................................ 71
Chapter 5. Static Loading Tests............................................ 73
5.1. Plate loading test.............................................. 73
5.1.1. Low-pressure loading test. . . ............................. 73
5.1.2. High-pressure loading test..................................... 80
5.2. Static pile-loading test.......................................... 83
5.2.1. Test principle............................................... 83
5.2.2. Practical realization of the test.............................. 86
5.2.3. Loading cycles................................................. 94
5.2.4. Pile-test interpretation....................................... 98
5.3. In conclusion: pile-loading tests................................. 103
Contents vii
Chapter 6. Tests by Flat Dilatometer (DMT) ............................... 105
6.1. Principle of the test.............................................. 106
6.2. Modus operandi..................................................... 107
6.3. Interpretation..................................................... 109
Chapter 7. Penetrometer Test (CPT, CPTU, SPT,
DCPT) and Variants........................................................ 113
7.1. Static penetrometer (or cone penetrometer test, CPT) ............ 114
7.1.1. Principle of the test........................................... 114
7.1.2. Measurement methods............................................. 118
7.1.3. Interpretation.................................................. 119
7.1.4. Use of the static penetrometer to calculate
foundations............................................................ 120
7.1.5. Types of static penetrometer.................................... 122
7.2. The piezocone (CPTU) .............................................. 127
7.2.1. Principle of the test........................................... 127
7.2.2. Modus operandi.................................................. 128
7.2.3. Interpretation.................................................. 132
7.2.4. Exploitation of the test........................................ 134
7.3. Standard penetration test (SPT) ................................. 135
7.3.1. Principle of the test........................................... 136
7.3.2. Modus operandi. ................................................ 137
7.3.3. Interpretation of SPT........................................... 141
7.4. The dynamic penetrometer (DCPT) ................................. 146
7.4.1. Principle of the test........................................... 148
7.4.2. Modus operandi.................................................. 148
7.4.3. Interpretation.................................................. 154
7.4.4. Use of dynamic penetration in the calculation
of the foundation...................................................... 154
7.4.5. Comparison between the results of the static
and dynamic penetrometers.............................................. 155
Chapter 8. Direct Shear Tests In Situ..................................... 157
8.1. Direct shear box test.............................................. 157
8.2. The vane test (VST)................................. 159
8.2.1. Principle of the test........................................... 159
8.2.2. Practical realization of the test............................... 161
8.2.3. Interpretation: determining the undrained cohesion............ 163
8.2.4. Exploitation complement of the vane test...................... 167
8.3. The Philiponnat.................................................... 169
8.3.1. Principle of the test........................................... 169
viii In Situ Tests in Geotechnical Engineering
8.3.2. Practical realization of the test................................ 171
8.3.3. Interpretation................................................... 172
8.3.4. Advantages and disadvantages of the phicometric test............. 174
Chapter 9. Pressuremeter Tests (PWIT, SBP) and Variants..................... 175
9.1. Ménard pressuremeter test (PMT) ................................... 176
9.1.1. Principle of the test.......................................... 176
9.1.2. Execution of the test.......................................... 177
9.1.3. Normalized interpretation of the standard
and cyclical tests...................................................... 190
9.2. Self-drilling pressuremeter test (SBP) ............................ 193
9.2.1. Principle of the test............................................ 193
9.2.2. Execution of the test............................................ 197
9.2.3. Evaluation of the tests.......................................... 198
9.3. The dilatometer...................................................... 198
9.3.1. Description...................................................... 198
9.3.2. Interpretation of the results.................................... 201
9.4. The “Géomécamètre”................................................ 203
9.4.1. Principle of the test............................................ 203
9.4.2. Modus operand!................................................... 205
9.4.3. Interpretation.................................................. 206
9.5. Theoretical interpretation of the pressuremeter test............... 207
9.5.1. Cohesive soil: the Baguelin et al. (1972) interpretation....... 207
9.5.2. Cohesive soil: Monnet and Chemaa (1995) interpretation......... 214
9.5.3. Granular soil: the Monnet and Khlif
(1994) and Monnet (2012) interpretations.............................. 226
Chapter 10. Water Tests in Soils............................................ 243
10.1. Punctual water tests ............................................... 244
10.1.1. Infiltrometer test............................................ 244
10.1.2. Lefranc permeability test..................................... 249
10.1.3. Permeability test in borehole current section................. 259
10.1.4. Lugeon permeability test...................................... 266
10.2. Pumping or transmission tests .................................... 275
10.2.1. Principle of the test......................................... 275
10.2.2. Execution of the test........................................... 276
10.2.3. Interpretation.................................................. 286
Chapter 11. Characterization of Sites and
Soils by In Situ Tests...................................................... 291
11.1. Characterization of sites........................................... 291
Contents ix
11.1.1. Analysis by drilling parameter recording..................... 291
11.1.2. Cluster analysis................................................ 299
11.2. Characterization of soils........................................... 303
11.2.1. Identification of the soils.................................. 303
11.2.2. Physical and mechanical parameters........................... 305
11.2.3. Correlations and relations between the
characteristics measured in the laboratoiy.............................. 306
11.2.4. Correlations involving in situ tests......................... 313
11.2.5. Relations involving in situ tests............................... 333
Bibliography.................................................................. 345
Index
359
In situ geotechnical tests have long suffered from a lack of
credibility amongst academics who have always preferred
laboratory tests, where test conditions are known and
optimal measures are controlled.
In this title, the author reinstates in situ geotechnical tests in
the field of civil engineering by showing what they can do
for our understanding of the mechanical quantities
measured in the laboratory, but also by presenting their
advantages in allowing research to go further in finding data
that is inaccessible to laboratory tests.
This book is aimed at engineers as well as students and
researchers of geotechnical topics. It provides the reader
with useful information for carrying out optimal in tests
to achieve a better adaptation of civil engineering works in
relation to the ground.
Jacques Monnet is Director and Senior Engineer at
GAIATECH, a planning and construction company based in
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| illustrated | Illustrated |
| indexdate | 2024-07-10T07:22:02Z |
| institution | BVB |
| isbn | 9781848218499 |
| language | English |
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| physical | xxvi, 363 Seiten Illustrationen |
| publishDate | 2015 |
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| series2 | Civil engineering and geomechanics series |
| spelling | Monnet, Jacques Verfasser aut In situ tests in geotechnical engineering Jacques Monnet London ISTE 2015 xxvi, 363 Seiten Illustrationen txt rdacontent n rdamedia nc rdacarrier Civil engineering and geomechanics series Geotechnik (DE-588)4156771-7 gnd rswk-swf Geotechnik (DE-588)4156771-7 s DE-604 Digitalisierung UB Bayreuth - ADAM Catalogue Enrichment application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028696309&sequence=000003&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis Digitalisierung UB Bayreuth - ADAM Catalogue Enrichment application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028696309&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA Klappentext |
| spellingShingle | Monnet, Jacques In situ tests in geotechnical engineering Geotechnik (DE-588)4156771-7 gnd |
| subject_GND | (DE-588)4156771-7 |
| title | In situ tests in geotechnical engineering |
| title_auth | In situ tests in geotechnical engineering |
| title_exact_search | In situ tests in geotechnical engineering |
| title_full | In situ tests in geotechnical engineering Jacques Monnet |
| title_fullStr | In situ tests in geotechnical engineering Jacques Monnet |
| title_full_unstemmed | In situ tests in geotechnical engineering Jacques Monnet |
| title_short | In situ tests in geotechnical engineering |
| title_sort | in situ tests in geotechnical engineering |
| topic | Geotechnik (DE-588)4156771-7 gnd |
| topic_facet | Geotechnik |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028696309&sequence=000003&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028696309&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA |
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