Behavior of Piled Raft Foundation on Heterogeneous Clay Deposits Using Random Field Theory
In the case of problematic soils and tall buildings where the design requirements cannot be satisfied merely by a raft foundation, it is of common practice to improve the raft performance by adding a number of piles so that the ultimate load capacity and settlement behavior can be enhanced. In this...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Tehran Press
2018-06-01
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| Series: | Civil Engineering Infrastructures Journal |
| Subjects: | |
| Online Access: | https://ceij.ut.ac.ir/article_66125_4c669263eea96ea7c43bb9651f0dd297.pdf |