Paitoon Jiranantarat creator Noppadol Phien-Wej Chairperson Prinya Nutalaya Examination Committee S. Sambhandharaksa Examination Committee Australia Government Scholarship Donor text th Bangkok Asian Institute of Technology 1988 monographic eng

print

132 p. The stability of the natural slope along the bank of the Pasak river downstream of Phranaret lock was investigated. Laboratory and field tests were carried out to obtain parameters for stability analysis of this stiff soil slope. Stability of the slope was analysed using the simplified Bishop method for 6 assumed conditions of ground water and water in the river. Results of the analysis show that steady seepage and sudden drawdown conditions, which occuring during the rainy season, were the critical factors causing failure . The calculated factors of safety were 0. 94 and 0. 83 for the steady seepage and the sudden drawdown conditions, respectively. 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, 1988 Slopes (Soil mechanics) Thailand Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B18643 http://203.159.5.9/ait-thesis/detail.php?q=B18643 290199 20260817162311.0