| contributor author | Majid T. Manzari | |
| contributor author | Mohamed A. Nour | |
| date accessioned | 2017-05-08T21:26:48Z | |
| date available | 2017-05-08T21:26:48Z | |
| date copyright | January 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291090-0241%282000%29126%3A1%2875%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51803 | |
| description abstract | A finite-element approach is used to analyze the slope stability problem and to examine the effect of soil dilatancy on the stability of slopes. It is found that soil dilatancy has a significant effect on the stability of slopes, and that higher values of dilation angle lead to larger stability numbers. Therefore, the stability numbers obtained from limit analyses (lower/upper bound solutions) are not conservative for granular soils that exhibit a dilation angle smaller than a soil's friction angle. | |
| publisher | American Society of Civil Engineers | |
| title | Significance of Soil Dilatancy in Slope Stability Analysis | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2000)126:1(75) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001 | |
| contenttype | Fulltext | |
