Effect of relative density on ultimate bearing capacity of skirted foundations

Author:

Mohammed Muthana S.,Mahmood Mahmood R.,Al-Wakel Saad F. A.

Publisher

AIP Publishing

Reference17 articles.

1. Bransby, M. F., & Randolph, M. F. (1999). The effect of skirted foundation shape on response to combined VMH loadings. International journal of offshore and polar engineering, 9(03).

2. Byrne, B. W., Villalobos, F., Houlsby, G. T., & Martin, C. M. (2003). Laboratory testing of shallow skirted foundations in sand. In BGA International Conference on Foundations: Innovations, observations, design and practice: Proceedings of the international conference organised by British Geotechnical Association and held in Dundee, Scotland on 2–5th September 2003 (pp. 161–173). Thomas Telford Publishing.

3. Micic, S., Shang, J. Q., & Lo, K. Y. (2003, May). Electrokinetic strengthening of soil surrounding offshore skirted foundations. In The Thirteenth International Offshore and Polar Engineering Conference. OnePetro.

4. Al-Aghbari, M. Y., & Mohamedzein, Y. A. (2004). Model testing of strip footings with structural skirts. Proceedings of the Institution of Civil Engineers-Ground Improvement, 8(4), 171–177.

5. Behavior of Circular Footings Resting on Confined Granular Soil

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