| contributor author | D. V. Griffiths | |
| contributor author | Gordon A. Fenton | |
| contributor author | N. Manoharan | |
| date accessioned | 2017-05-08T21:27:33Z | |
| date available | 2017-05-08T21:27:33Z | |
| date copyright | September 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291090-0241%282002%29128%3A9%28743%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52228 | |
| description abstract | A probabilistic study on the bearing capacity of a rough rigid strip footing on a weightless cohesive soil is carried out to assess the influence of randomly distributed undrained shear strength. Nonlinear finite element analysis is merged with random field theory in conjunction with a Monte Carlo method. In a parametric study, the mean shear strength is held constant while the coefficient of variation and spatial correlation length of cohesion are varied systematically. The influence of the spatial variation of cohesion on the mean bearing capacity is discussed. The results are also presented in a probabilistic context to determine the probability of failure. A comparison between rough and smooth footing conditions is also made. | |
| publisher | American Society of Civil Engineers | |
| title | Bearing Capacity of Rough Rigid Strip Footing on Cohesive Soil: Probabilistic Study | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2002)128:9(743) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 009 | |
| contenttype | Fulltext | |
