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035 _a.b10605952
099 9 _aAIT Thesis no.GT-81-03
100 0 _aYongyuth Deewong
245 1 0 _aSlope stabilization of an irrigation canal bank
260 _aBangkok :
_bAsian Institute of Technology,
_c1982
300 _a161 p.
490 1 _aThesis ;
_vno. GT-81-03
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.Eng.) - Asian Institute of Technology, 1982
520 _aThis research was concerned with slope stability and slope stabilization at km 27+568 on the Right Main Canal bank (RMC) of the Lam Pao dam in Kalasin province,about 500 km northeast of Bangkok Thailand. The information required in these analyses were obtained through the site and laboratory investigations. The slope stability analysis was carried out by the use of circular failure charts and the anchored pile walls were designed as slope stabilizing structures. The results of these studies indicated that the failure of the canal slope was basically due to seepage of water flow into the canal. The anchored pile wall structures and riprap canal lining should be made as the slope stabilizing structures.
650 0 _aSlopes (Soil mechanics)
700 1 _aOhta, Hideki,
_eChairperson
700 1 _aBalasubramaniam, A.S.,
_eExamination Committee
700 1 _aYudhbir,
_eExamination Committee
710 2 _aCarl Duisberg Gesellschaft, Federal Republic of Germany,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GT-81-03
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B21216
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