Bearing Capacity of Rectangular Footing on Sandy Soil Bounded by a Wall

Author:

Fattah Mohammed Y.,Shlash Kais T.,Mohammed Husham A.

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference16 articles.

1. Saleh N.M., Alsaied A.E., Elleboudy A.M.: Performance of skirted strip footing subjected to eccentric inclined load. EJGE 13, 1–33 (2008)

2. Giri, P.: Performance of skirted foundation in sand subjected to vibrations. In: Proceedings of 13th ICSMFE, New Delhi, India, pp. 787–790 (1994)

3. Byrne B., Houlsby G., Martin C., Fish P.: Suction Caisson foundation for offshore wind turbines. Wind Eng. 26(3), 145–155 (2002)

4. Micic, S.; Shang, J.Q.; Lo, K.Y.: Bearing capacity enhancement of skirted foundation element by electrokinetics. In: Proceedings of the Twelfth International Offshore and Polar Engineering Conference Kitakyushu, Japan, May 26–31, 2002, pp. 685–692 (2002)

5. Yun, G.J.; Bransby, M.F.: Centrifuge modeling of the horizontal capacity of skirted foundations on drained loose sand. In: Proceedings of International Conference on Foundations, Dundee, Scotland, pp. 1–10 (2003)

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