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Comparative analysis of the displacement of the soil with different failure modes of excavation
2016
Proceedings of the 2016 5th International Conference on Energy and Environmental Protection (ICEEP 2016)
unpublished
Preserved Fulltext
For the pile-wall supporting structure system, the failure modes of the excavation are different owing to various retaining structures and bracing systems. Thus the displacement of the soil can be considerably different.By using the material point method, the displacement of the soil with different failure modes of excavation are analyzed. As a result, the rules of the displacement of the soil with different failure modes of excavation are proposed.
doi:10.2991/iceep-16.2016.148
fatcat:x23amzic75frvdvmbjcjiv4heu