Yongyuth Deewong creator Ohta, Hideki Chairperson Balasubramaniam, A.S. Examination Committee Yudhbir Examination Committee Carl Duisberg Gesellschaft, Federal Republic of Germany Scholarship Donor text series technical report th Bangkok Asian Institute of Technology 1982 continuing eng 161 p. This 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. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1982 Slopes (Soil mechanics) Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B21216 http://203.159.5.9/ait-thesis/detail.php?q=B21216 070699 20260818214205.0