Assessment of interaction mechanism and bearing capacity of strip footings located on slope face
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-020-1311-x.pdf
Reference32 articles.
1. Terzaghi K 1943 Theoretical soil mechanics. John Wiley and Sons, New York
2. Meyerhof G G 1951 The ultimate bearing capacity of foundations. Geotechnique 2: 301–332
3. Skempton A W 1951 The bearing capacity of clay. Building Research Congress, England
4. Hansen B J 1970 A revised and extended formula for bearing capacity. Danish Geotechnical Institute, Bulletin No. 28, Copenhagen
5. Vesic A S 1973 Analysis of ultimate loads of shallow foundation. J. Soil Mech. Found. Div. ASCE 99: 45–73
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. An EPR model for predicting the bearing capacity of single and double-strip foundations near earth slope crests;PLOS ONE;2024-05-06
2. Bearing capacity of two asymmetric differently loaded concrete footings seated on geocell-reinforced sand slopes;Case Studies in Construction Materials;2023-12
3. Estimating the Ultimate Bearing Capacity for Strip Footing Near and within Slopes Using AI (GP, ANN, and EPR) Techniques;Journal of Engineering;2021-11-09
4. Assessment of overall response of interacting skirted strip footings located on layered soil;Sādhanā;2021-02-03
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