| contributor author | Gordon A. Fenton | |
| contributor author | D. V. Griffiths | |
| date accessioned | 2017-05-08T21:28:09Z | |
| date available | 2017-05-08T21:28:09Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0241%282005%29131%3A2%28232%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52655 | |
| description abstract | By modeling soil as a three-dimensional spatially random medium, the reliability of shallow foundations against serviceability limit state failure, in the form of excessive settlement and/or differential settlement, can be estimated. The soil’s elastic modulus, | |
| publisher | American Society of Civil Engineers | |
| title | Three-Dimensional Probabilistic Foundation Settlement | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2005)131:2(232) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002 | |
| contenttype | Fulltext | |
