Parametric Studies on Skirted Foundation Resting on Sandy Soil
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-6513-5_26
Reference16 articles.
1. Listyawan AB, Kusumaningtyas N (2018) Bearing capacity of circular skirted footing on clay soil. MS&E 403(1):012019
2. Al-Aghbari MY, Mohamedzein YEA (2018) The use of skirts to improve the performance of a footing in sand. Int J Geotech Eng 14(2):134–141
3. Sajjad G, Masoud M (2018) Study of the behaviour of skirted shallow foundations resting on sand. Int J Phys Model Geotech 18(3):117–130
4. Barari A, Ibsen LB (2014) Vertical capacity of bucket foundations in undrained soil. J Civ Eng Manage 20(3):360–371
5. Azzam WR, Farouk A (2010) Experimental and numerical studies of sand slopes loaded with skirted strip footing. Electron J Geotech Eng 15(3):795–812
Cited by 2 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. Experimental and Numerical Parametric Studies on Inclined Skirted Foundation Resting on Sand;Civil Engineering Journal;2023-07-01
2. Enhancing the Ability of The Square Footing to Resist Positive and Negative Eccentric Inclined Loading Using an Inclined Skirt;E3S Web of Conferences;2023
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