| 000 | 00932nam a2200253 a 4500 | ||
|---|---|---|---|
| 001 | vtls000086286 | ||
| 003 | KUKTEM | ||
| 005 | 20251125100127.0 | ||
| 008 | 150514t2014 vaua f b 001 0 eng d | ||
| 020 | _a9780784412886 (pbk.) | ||
| 020 | _a078441288X (pbk.) | ||
| 039 | 9 |
_a201505141135 _bsafura _c201505141134 _dsafura _y201505141123 _zsafura |
|
| 040 | _aUMP | ||
| 090 | _aTA710 .H83 2014 | ||
| 100 | 1 | _aHuang, Yang H. | |
| 245 | 1 | 0 |
_aSlope stability analysis by the limit equilibrium method / _cYang H. Huang |
| 260 |
_aReston, Virginia. : _bASCE Press, _c2014 |
||
| 300 |
_axi, 364 p. : _bill. ; _c25 cm. |
||
| 504 | _aIncludes bibliographical references and index | ||
| 650 | 0 |
_aSlopes (Soil mechanics) _xStability _xMathematical models |
|
| 650 | 0 | _aPlastic analysis (Engineering) | |
| 650 | 0 | _aSlopes (Soil mechanics) | |
| 999 |
_aVIRTUA40 _c77757 _d77763 |
||
| 999 | _aVTLSSORT0080*0400*0200*0201*0900*1000*2450*2600*3000*5040*6500*6501*6502*9992 | ||