| contributor author | I-Hsuan | |
| contributor author | Ho | |
| date accessioned | 2017-05-08T22:12:44Z | |
| date available | 2017-05-08T22:12:44Z | |
| date copyright | October 2015 | |
| date issued | 2015 | |
| identifier other | 39864999.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73759 | |
| description abstract | This paper presents a numerical study using three-dimensional (3D) finite-element (FE) analyses for slopes that contain a weak thin layer and are reinforced with piles. The presence of a thin weak layer usually has a negative effect on slope stability. In the FE analysis, a strength reduction technique is employed using FE software. In the numerical model, an elastic-perfectly plastic with Mohr-Coulomb failure criterion is used for the soils. The pile is assumed to be an elastic member, without considering failure. Some of the effective factors, such as the optimal pile location and pile length, were verified beforehand using two-dimensional (2D) FE analysis. The spacing effect of the pile, | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Study of Slope-Stabilizing Piles in Undrained Clayey Slopes with a Weak Thin Layer | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000445 | |
| tree | International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005 | |
| contenttype | Fulltext | |