| 000 | 05993cam a2200709Ii 4500 | ||
|---|---|---|---|
| 001 | on1037945976 | ||
| 003 | OCoLC | ||
| 005 | 20220711203212.0 | ||
| 006 | m o d | ||
| 007 | cr cnu|||unuuu | ||
| 008 | 180529s2018 enka ob 001 0 eng d | ||
| 040 |
_aN$T _beng _erda _epn _cN$T _dN$T _dEBLCP _dYDX _dDG1 _dUAB _dOCLCF _dOCLCQ _dRECBK _dMERER _dOCLCQ _dNLE _dUKMGB _dOCLCQ |
||
| 016 | 7 |
_a018864698 _2Uk |
|
| 019 |
_a1038055587 _a1038504617 |
||
| 020 |
_a9781119482819 _q(electronic bk.) |
||
| 020 |
_a111948281X _q(electronic bk.) |
||
| 020 | _a9781119527817 | ||
| 020 | _a1119527813 | ||
| 020 | _z9781786302793 | ||
| 020 | _z9781119527800 | ||
| 020 | _z1119527805 | ||
| 020 | _z1786302799 | ||
| 029 | 1 |
_aCHNEW _b001003317 |
|
| 029 | 1 |
_aCHVBK _b516430947 |
|
| 029 | 1 |
_aUKMGB _b018864698 |
|
| 035 |
_a(OCoLC)1037945976 _z(OCoLC)1038055587 _z(OCoLC)1038504617 |
||
| 037 |
_a9781119527800 _bWiley |
||
| 050 | 4 | _aTA710 | |
| 072 | 7 |
_aTEC _x009020 _2bisacsh |
|
| 082 | 0 | 4 |
_a624.151 _223 |
| 049 | _aMAIN | ||
| 100 | 1 |
_aVerbrugge, Jean-Claude, _eauthor. _95266 |
|
| 245 | 1 | 0 |
_aGeotechnical correlations for soils and rocks / _cJean-Claude Verbrugge, Christian Schroeder. |
| 264 | 1 |
_aLondon : _bISTE Ltd ; _aHoboken, NJ : _bWiley, _c2018. |
|
| 300 |
_a1 online resource : _billustrations. |
||
| 336 |
_atext _btxt _2rdacontent |
||
| 337 |
_acomputer _bc _2rdamedia |
||
| 338 |
_aonline resource _bcr _2rdacarrier |
||
| 490 | 1 | _aCivil engineering and geomechanics series | |
| 504 | _aIncludes bibliographical references and index. | ||
| 588 | 0 | _aOnline resource; title from PDF title page (EBSCO, viewed May 31, 2018). | |
| 505 | 0 | _aCover; Half-Title Page; Title Page; Copyright Page; Contents; Acknowledgements; Preface; 1. Physical Parameters; 1.1. Unit weights and volumes; 1.2. Soil behavior type index and soil classification index; 1.3. Consistency or Atterberg limits; 1.4. Consistency and liquidity indices; 1.5. Rigidity index; 1.6. Relative density of sands; 1.7. Wave velocity; 1.8. Cation exchange capacity; 2. Identification of Soil Types; 2.1. From identification tests; 2.2. From cone soil index *Ic; 2.3. From CPT; 2.4. From PMT; 2.5. From SPT; 2.6. From DMT; 3. Hydraulic Parameters; 3.1. Hydraulic conductivity. | |
| 505 | 8 | _a3.2. Water storage capacity3.2.1. For a free water table; 3.2.2. For a confined aquifer; 4. Strength Parameters of Saturated and Dry Soils; 4.1. Undrained shear strength and cohesion; 4.1.1. From identification tests; 4.1.2. From laboratory tests; 4.1.3. From CPT; 4.1.4. From PMT; 4.1.5. From SPT; 4.1.6. From SCPT; 4.1.7. From DMT; 4.1.8. From VST; 4.1.9. Overconsolidated soils; 4.1.10. Miscellaneous: peats and remolded soils; 4.2. Effective cohesion; 4.3. Internal friction angle; 4.3.1. From identification tests; 4.3.2. From CPT and CPTu; 4.3.3. From SCPT; 4.3.4. From PMT; 4.3.5. From SPT. | |
| 505 | 8 | _a4.3.6. From DMT4.3.7. Peak, critical state and residual friction angles; 4.3.8. Influence of intermediate stress; 4.4. The angle of dilatancy; 4.5. Sensitivity; 5. Soil Deformations; 5.1. Compression and swelling; 5.1.1. Compression index; 5.1.2. Constants of compressibility; 5.1.3. Swelling index; 5.2. Soil moduli; 5.2.1. From CPT; 5.2.2. From DMT; 5.2.3. From SPT; 5.2.4. From CBR; 5.2.5. Influence of loading rate; 5.3. Small strain modulus; 5.4. Poisson's ratio; 5.5. Modulus of subgrade reaction; 5.6. Resilient modulus; 5.7. Collapse and expansion; 6. Soil State Parameters. | |
| 505 | 8 | _a6.1. Preconsolidation pressure6.2. Overconsolidation ratio; 7. Consolidation; 7.1. Primary consolidation coefficient; 7.2. Secondary consolidation coefficient; 7.3. Consolidation of peats; 7.4. Degree of consolidation; 8. Coefficient of Earth Pressure at Rest; 9. Soil Compaction Tests; 9.1. Proctor tests; 9.1.1. Standard Proctor test; 9.1.2. Modified Proctor test; 9.2. CBR; 10. Unsaturated Soils; 10.1. Suction; 10.2. Bishop's coefficient; 10.3. Quasi-saturated domain; 10.4. Stress dependency of suction; 10.5. Drying path of quasi-saturated soils; 10.6. Capillary or apparent cohesion. | |
| 505 | 8 | _a10.7. Estimation of porosity and degree of saturation from compression wave velocity11. Cross Relations between In Situ Test Parameters; 11.1. CPT; 11.1.1. Correction factors and correlations between different CPT; 11.1.2. CPT and DPT; 11.1.3. CPT and PMT; 11.1.4. CPT and DMT; 11.1.5. CPT and SPT; 11.2. PMT; 11.2.1. PMT and DPT; 11.2.2. PMT and DMT; 11.2.3. PMT and SPT; 11.3. DMT; 11.3.1. DMT and SPT; 11.4. SPT; 11.4.1. SPT and DPT; 11.5. PANDA dynamic penetration test; 11.5.1. PANDA and CPT; 11.5.2. PANDA and DPT; 11.5.3. PANDA and PMT; 11.5.4. PANDA and VST; 12. Rocks; 12.1. Introduction. | |
| 520 | _aThe modelling tools for soils and rocks require more and more specific parameters not always available from the standard or usual survey campaigns, this generally for reasons of delay or costs. The use of correlations to solve the gap between available parameters and the required ones is a common practice. Many of them exist but are spread throughout numerous papers or books. The aim of this formulary is to provide a large synthesis of the existing correlations accumulated by the authors during more than 40 years academic and consulting careers. | ||
| 650 | 0 |
_aSoil mechanics. _93874 |
|
| 650 | 0 |
_aRock mechanics. _92066 |
|
| 650 | 0 |
_aGeotechnical engineering. _94958 |
|
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING _xCivil _xGeneral. _2bisacsh _94685 |
|
| 650 | 7 |
_aGeotechnical engineering. _2fast _0(OCoLC)fst01893896 _94958 |
|
| 650 | 7 |
_aRock mechanics. _2fast _0(OCoLC)fst01099183 _92066 |
|
| 650 | 7 |
_aSoil mechanics. _2fast _0(OCoLC)fst01124463 _93874 |
|
| 655 | 4 |
_aElectronic books. _93294 |
|
| 700 | 1 |
_aSchroeder, Christian, _eauthor. _95267 |
|
| 776 | 0 | 8 |
_iPrint version: _z1786302799 _z9781786302793 _w(OCoLC)1031341530 |
| 830 | 0 |
_aCivil engineering and geomechanics series. _95268 |
|
| 856 | 4 | 0 |
_uhttps://doi.org/10.1002/9781119482819 _zWiley Online Library |
| 942 | _cEBK | ||
| 994 |
_a92 _bDG1 |
||
| 999 |
_c68445 _d68445 |
||