Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering
Cited by 146 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. A Coupled Effect of Eccentric Loading and Upward Seepage on Collapse Settlement of Strip Footings on Reinforced Sand;International Journal of Geomechanics;2024-08
2. Experimental Investigation of Bearing Capacity of Circular and Ring Footings on Geogrid-Reinforced Cohesionless Soils;Civil and Environmental Engineering;2024-06-01
3. Geosynthetic Reinforced Soil (GRS) Foundation: “A Review of Bearing Capacity and Settlement Behaviour Studies”;Journal of Physics: Conference Series;2024-06-01
4. Development of Z number-based fuzzy inference system to predict bearing capacity of circular foundations;Artificial Intelligence Review;2024-05-20
5. A numerical study on effect of liquefaction on ring footings during 2001 Bhuj earthquake at Kutch (Gujarat), India;Discover Civil Engineering;2024-05-07
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