| contributor author | Scott J. Brandenberg | |
| contributor author | Pirooz Kashighandi | |
| date accessioned | 2017-05-08T21:47:03Z | |
| date available | 2017-05-08T21:47:03Z | |
| date copyright | March 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000442.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62206 | |
| description abstract | Finite-element simulations demonstrate the influence of underlying weak soil on mobilization of passive pressures in cohesionless deposits. Traditional passive earth pressure theories with typical angles of interface friction may overestimate passive forces in such cases. Simple analytical models that incorporate the underlying weak soil using traditional passive earth pressure concepts are shown to agree reasonably with the finite-element simulations. The studies presented herein are relevant for cases in which cohesionless soil deposits overlie soft clay, liquefiable sand, or other weak layers. | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Underlying Weak Soil on Passive Earth Pressure in Cohesionless Deposits | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000425 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003 | |
| contenttype | Fulltext | |