Reliability and Deformation Analysis of Semi-Cover-Plate Foundations Considering the Width Effect
收藏NIAID Data Ecosystem2026-05-10 收录
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https://data.mendeley.com/datasets/nbbkvs3k3s
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资源简介:
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
创建时间:
2026-01-14



