Boundary Element Method in Drawdown Seepage Analysis for Earth DamsSource: Journal of Computing in Civil Engineering:;1987:;Volume ( 001 ):;issue: 002Author:Ching S. Chang
DOI: 10.1061/(ASCE)0887-3801(1987)1:2(83)Publisher: American Society of Civil Engineers
Abstract: A solution procedure using boundary element method is presented for seepage analysis of earth dams involving drawdown of the water level in the reservoir. Applicability of the boundary element method is evaluated by comparing the predicted results from the boundary element method with the measured results from laboratory model test and field observations from earth dams. Dam heights used in this evaluation range from 38 cm (15 in.) to 30 m (100 ft) and types of soil range from coarse clean sand to clayey sand.
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| contributor author | Ching S. Chang | |
| date accessioned | 2017-05-08T21:12:07Z | |
| date available | 2017-05-08T21:12:07Z | |
| date copyright | April 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290887-3801%281987%291%3A2%2883%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/42573 | |
| description abstract | A solution procedure using boundary element method is presented for seepage analysis of earth dams involving drawdown of the water level in the reservoir. Applicability of the boundary element method is evaluated by comparing the predicted results from the boundary element method with the measured results from laboratory model test and field observations from earth dams. Dam heights used in this evaluation range from 38 cm (15 in.) to 30 m (100 ft) and types of soil range from coarse clean sand to clayey sand. | |
| publisher | American Society of Civil Engineers | |
| title | Boundary Element Method in Drawdown Seepage Analysis for Earth Dams | |
| type | Journal Paper | |
| journal volume | 1 | |
| journal issue | 2 | |
| journal title | Journal of Computing in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0887-3801(1987)1:2(83) | |
| tree | Journal of Computing in Civil Engineering:;1987:;Volume ( 001 ):;issue: 002 | |
| contenttype | Fulltext |