Bearing Capacity of Karst Cave Roof under Pile Foundation Load Using Limit Analysis

Bearing Capacity of Karst Cave Roof under Pile Foundation Load Using Limit Analysis

Reducing the computational workload by simplifying the analysis of karst foundations into a plane strain problem can yield significant advantages. Yet, such an approach fails in reproducing the engineering situation in a rigorous manner. In this regard, this paper proposes an upper-bound method that...

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Bibliographic Details
Main Authors: Ze Li, Kaiyu Lu, Wenlian Liu, Hebo Wang, Pu Peng, Hanhua Xu
Format: Article
Language:English
Published: MDPI AG 2023-06-01
Series:Applied Sciences
Subjects:
karst foundation
bearing capacity
limit analysis
upper-bound method
nonlinear mathematical programming
Online Access:https://www.mdpi.com/2076-3417/13/12/7053

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