Effect of spatial variability on the bearing capacity of cement-treated ground
This paper presents a reliability assessment for the undrained bearing capacity of a surface strip foundation based on the results of a probabilistic study in which the shear strength and unit weight of cement-treated ground are represented as random fields in Monte Carlo simulations of undrained st...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | en_US |
| Published: |
The Japanese Geotechnical Society
2014
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| Online Access: | http://hdl.handle.net/1721.1/91637 https://orcid.org/0000-0001-5358-4140 |