The use of skirts to improve the performance of a footing in sand
Author:
Affiliation:
1. Department of Civil & Arch Engineering, Sultan Qaboos University, Muscat, Oman
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2018.1429702
Reference24 articles.
1. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
2. Performance of square footing with structural skirt resting on sand
3. Bearing capacity of strip foundations with structural skirts
4. Model testing of strip footings with structural skirts
5. Improving the performance of circular foundations using structural skirts
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1. Drained Bearing Capacity of Skirted Circular and Ring Footings with Varying Depths of Skirts;Transportation Infrastructure Geotechnology;2024-05-03
2. Bearing capacity and settlement of inclined skirted foundation resting on sand;Results in Engineering;2023-12
3. Numerical modelling of skirted foundations under vertical loads;Geotechnical Research;2023-12-01
4. Behavior of skirted foundations under vertical load by numerical and physical modeling methods;Arabian Journal of Geosciences;2023-11-21
5. Effect of eccentric loads on the behavior of circular footing with/without skirts resting on sand soil;International Journal of Geo-Engineering;2023-09-02
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