TY  - BOOK
AU  - Paitoon Jiranantarat
AU  - Noppadol Phien-Wej,
AU  - Prinya Nutalaya, 
AU  - S.Sambhandharaksa
ED  - Australia Government, 
TI  - Analysis of bank instability along the Pasak River
T2  - Thesis
PY  - 1988///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Slopes (Soil mechanics)
KW  - Thailand
N1  - 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
N2  - 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
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B18643
ER  -