Reliability and Deformation Analysis of Semi-Cover-Plate Foundations Considering the Width Effect

Published: 14 January 2026| Version 1 | DOI: 10.17632/nbbkvs3k3s.1
Contributors:
Wang Liang, Yankai Wu, Jing Wang, Xingzhi Ba

Description

Using the Monte Carlo method and Coupla function, calculate the reliability data of anti-overturning, anti-sliding, and anti-uplift stability of foundation pits under different width conditions

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Civil Engineering

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