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008 231198s1993 th r 0000|00eng d
035 _a.b10082128
099 9 _aAIT Thesis no.GT-92-09
100 0 _aRutian Paochaiyangyuen
245 1 0 _aAnalysis of slope instability along Rangsit-Nakhon Nayok highway
260 _aBangkok :
_bAsian Institute of Technology,
_c1993
300 _a138 leaves +
_e1 online resource
490 1 _aThesis ;
_vno. GT-92-09
500 _aA thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1993
520 _aSlope failure of· Rangsit-Nakhon Nayok highway was analysed in detail to identify the causes. Crucial field and laboratory tests were accomplished to obtain essential soil parameters required for slope stability analysis. The original soil is relatively uniform soft clay layer. A number of assumed cases were analysed using the Simplified Bishop's method. Results show that a combination of a rapid drop of water level in the canal during the summer season, and slope face shrinkage crack was principal cause of the failure. This effect caused retrogressive failure of some of the steeper slopes starting from the toe upward however at the lowest water level, the stability of the overall slope was also not stable.
650 0 _aSlopes (Soil mechanics)
700 0 _aNoppadol Phien-Wej,
_eChairperson
700 1 _aBalasubramaniam, A.S.,
_eExamination Committee
700 1 _aHonjo, Yusuke,
_eExamination committee
700 1 _aBergado, Dennes T.,
_eExamination Committee
710 2 _aGovernment of Switzerland,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GT-92-09
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B15569
907 _a.b10082128
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