Numerical study on the bearing capacity of strip footing resting on partially saturated soil subjected to combined vertical-horizontal-moment loading
Author:
Affiliation:
1. Department of Civil Engineering, Faculty of Engineering, University of Guilan, Rasht, Iran
2. Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon Tong, Hong Kong
Funder
Research Grants Council of the Hong Kong Special Administrative Region, China
Research Grants Council, University Grants Committee
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2080769
Reference118 articles.
1. Probabilistic Investigation on Bearing Capacity of Unsaturated Fly Ash
2. A comprehensive investigation on bearing capacity of shallow foundations on unsaturated fly ash slopes adopting finite element limit analysis
3. A comprehensive probabilistic investigation on bearing behavior of unsaturated fly ash deposits
4. Finite element limit analysis using linear programming
5. On implementing a primal-dual interior-point method for conic quadratic optimization
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