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

Mendeley Data 2026 Dataset Open access

Read full text
Authors: Wang Liang, Yankai Wu, Wang, Jing, Xingzhi Ba
DOI: 10.17632/nbbkvs3k3s
Cited by: 0

Abstract

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

Fields of Study & Subjects

Geotechnical Engineering and Analysis Civil and Geotechnical Engineering Research Geotechnical Engineering and Soil Mechanics

Publication details

Journal / source
Mendeley Data
Publication date
14 January 2026
Document type
Dataset