Yongyuth Deewong <br/><br/>
Slope stabilization of an irrigation canal bank 

 - Bangkok :  Asian Institute of Technology,  1982 
 - 161 p. 
 - Thesis ;  no. GT-81-03 .
 - Asian Institute of Technology.  Thesis ;  no. GT-81-03 .
<br/><br/> A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology 
<br/><br/>Thesis (M.Eng.) - Asian Institute of Technology, 1982 
<br/><br/> 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. 
<br/><br/><label>Subjects--Topical Terms: </label><br/>Slopes (Soil mechanics)