Installation of caisson in non-uniform clay interbedded with a sand layer
Accurately predict the resistance of caisson penetrating in stratified soil deposits is an engineering challenge for application of such foundation system. This paper performs large deformation finite element analysis to investigate the penetration behavior of caisson foundations in non-uniform clay...
| Main Authors: | , , , |
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| Format: | Journal Article |
| Published: |
Elsevier
2021
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| Online Access: | http://hdl.handle.net/20.500.11937/89090 |