| 000 | 02658nam|a2200397 i 4500 | ||
|---|---|---|---|
| 005 | 20260818213911.0 | ||
| 008 | 010299s1988 th 0000|0 eng d | ||
| 035 | _a.b10599393 | ||
| 099 | 9 | _aAIT Thesis no.GT-87-17 | |
| 100 | 1 | _aChen, Wei Cheng | |
| 245 | 1 | 0 | _aShear strength of unsaturated soils |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1988 |
||
| 300 | _a94 p. | ||
| 490 | 1 |
_aThesis ; _vno. GT-87-17 |
|
| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Sc.) - Asian Institute of Technology, 1988 | ||
| 520 | _aA series of triaxial tests was conducted on the soil procured from the site of the slope failure which took place after heavy rain at Linkou Terrace about 25km West of Taipei in 1985. Its strength characters were studied under various degrees of saturation. Strength parameter, cohesion and internal friction angle, thus obtained were plotted versus the degree of saturation. It is seen that the values of both cohesion and internal friction angle decrease with increasing the degree of saturation. Stability analyses were carried out with Sweden method using the strength parameters obtained by the laboratory tests. The result of the analysis obtained for each degree of saturation indicates that the safety factors are more than 1.5 for unsaturated conditions at ordinary times. However, it eventually becomes less than 1.0 if the degree of saturation is up to 100%. Therefore, the failure of this slope can be illustrated with the increase of the degree of saturation. | ||
| 650 | 0 |
_aSoils _xTesting |
|
| 650 | 0 | _aShear strength of soils | |
| 700 | 1 |
_aKuwano, Jiro, _eChairperson |
|
| 700 | 0 |
_aPrinya Nutalaya, _eExamination Committee |
|
| 700 | 0 |
_aNoppadol Phien-Wej, _eExamination Committee |
|
| 710 | 2 |
_aRet-Ser Engineering Agency, ROC., _eScholasrhip Donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. GT-87-17 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B18672 |
||
| 907 |
_a.b10599393 _bmnait _cs |
||
| 902 | _a240410 | ||
| 998 |
_b2 _c951012 _dm _ea _fs _g0 |
||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 942 | _c22 | ||
| 942 | _c40 | ||
| 909 |
_aBarcode : 30050120712269 _bCREATED : 2014-03-21 _cRECORD # : i12776361 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050160051669 _bCREATED : 2016-05-24 _cRECORD # : i1298856x _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c106471 _d106471 |
||