Derivation of Bearing Capacity Equation for a Two Layered System of Weak Clay Layer Overlaid by Dense Sand Layer
Calculation of the ultimate bearing capacity of shallow footing on a two layered system of soil depends on the pattern of the failure surface that develops below the footing. For a weak clay layer overlaid by a top dense sand layer, previous studies assumed that the failure surface is a punching...
Saved in:
| Main Authors: | , |
|---|---|
| 格式: | Article |
| 语言: | English English |
| 出版: |
Universiti Putra Malaysia Press
2005
|
| 在线阅读: | http://psasir.upm.edu.my/id/eprint/3865/1/Pages_from_JST_VOL._13_NO._2-6.pdf http://psasir.upm.edu.my/id/eprint/3865/ |
| 标签: |
添加标签
没有标签, 成为第一个标记此记录!
|