@article { author = {Ghiasi, Vahed and Sohrabi, Fahime}, title = {Optimization of the Bearing Capacity of Shallow Foundation}, journal = {Reliability Engineering and Resilience}, volume = {4}, number = {2}, pages = {1-17}, year = {2022}, publisher = {Pouyan Press}, issn = {2821-0727}, eissn = {2821-0727}, doi = {10.22115/rer.2022.360789.1049}, abstract = {Excess soil stress may lead to an additional settlement or shear failure of the soil, which in both cases, causes damage to the structure. Therefore, geotechnical and structural engineers who design the foundation must evaluate the bearing capacity of the soil. This study discusses the optimization of the bearing capacity of shallow foundations and a compares deterministic and probabilistic methods. In this study, the bearing capacity of shallow foundations were defined using the Monte Carlo method, finally suggests constructive solutions to improve shallow foundations’ performance.}, keywords = {Foundation,Shear resistance bearing capacity,Saturated Soil,probability of failure}, url = {https://www.rengrj.com/article_159364.html}, eprint = {https://www.rengrj.com/article_159364_a5f8f347235f8a6bdb6540d9fa1d36c5.pdf} }