| 000 | 01852cam a2200337 i 4500 | ||
|---|---|---|---|
| 001 | 17848077 | ||
| 003 | KE-MeUCS | ||
| 005 | 20180514095425.0 | ||
| 008 | 130812s2014 flua b 001 0 eng | ||
| 010 | _a 2013032354 | ||
| 020 | _a9781466515604 (hbk.) | ||
| 040 |
_aDLC _beng _cDLC _erda _dDLC |
||
| 042 | _apcc | ||
| 050 | 0 | 0 |
_aTA710.A1 _bD43 2014 |
| 082 | 0 | 0 |
_a624.1/5136 _223 |
| 084 |
_aTEC003000 _aTEC005000 _aTEC009020 _2bisacsh |
||
| 100 | 1 |
_aDesai, C. S. _q(Chandrakant S.), _d1936- |
|
| 245 | 1 | 0 |
_aAdvanced geotechnical engineering : _bsoil-structure interaction using computer and material models / _cChandrakant S. Desai, Musharraf Zaman. |
| 246 | 3 | 0 | _aSoil-structure interaction using computer and material models |
| 300 |
_axxii, 616 pages : _billustrations ; _c24 cm |
||
| 504 | _aIncludes bibliographical references and index. | ||
| 520 | _a"This book provides readers with a comprehensive treatment of computer methods so that they can use them for teaching, research, and solution of a wide range of practical problems in geotechnical engineering. It discusses factors such as in-situ conditions, elastic, plastic and creep deformations, stress path, volume change, existence of fluids (water), non-homogeneities, inherent and induced discontinuities leading to softening and failure, healing or strengthening, and type of loading"-- | ||
| 650 | 0 | _aSoil-structure interaction. | |
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING / Agriculture / General. _2bisacsh |
|
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING / Construction / General. _2bisacsh |
|
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING / Civil / General. _2bisacsh |
|
| 700 | 1 | _aZaman, Musharraf. | |
| 906 |
_a7 _bcbc _corignew _d1 _eecip _f20 _gy-gencatlg |
||
| 942 |
_2lcc _cBK |
||
| 999 |
_c86145 _d86144 |
||