| contributor author | Kjell Karlsrud | |
| contributor author | Lars Andresen | |
| date accessioned | 2017-05-08T21:31:49Z | |
| date available | 2017-05-08T21:31:49Z | |
| date copyright | June 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291532-3641%282005%295%3A2%28107%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54999 | |
| description abstract | A parametric finite element study has been carried out to demonstrate the importance of clay strength and depth of clay layer on the earth pressures, strut loads, and bending moments for a strutted sheet pile wall in soft, essentially normally consolidated clay. The clay is modeled as nonlinear and anisotropic. The modeled excavation is | |
| publisher | American Society of Civil Engineers | |
| title | Loads on Braced Excavations in Soft Clay | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2005)5:2(107) | |
| tree | International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002 | |
| contenttype | Fulltext | |
