AI SearchSlope stabilization of an irrigation canal bank
Call Number: AIT Thesis no.GT-81-03 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. GT-81-03Publication details: Bangkok : Asian Institute of Technology, 1982Description: 161 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1982 Summary: 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.
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Asian Institute of Technology Library Archives | AIT Thesis no.GT-81-03 (Browse shelf(Opens below)) | 3 | Available | 30050120934335 |
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
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.
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