Improving the bearing capacity of footing on soft clay with sand pile with/without skirts

Author:

Nazir Ashraf Kamal,Azzam Wasim R.

Publisher

Elsevier BV

Subject

General Engineering

Reference17 articles.

1. Geotechnical properties of a chemically stabilised soil from Malaysia with rice husk ash as an additive;Ali;Geotechnical and Geological Engineering,1992

2. M.Y. Al-Aghbari, A.K. Khan, Behavior of shallow strip foundation with structural skirts resting on dense sand, in: Concrete for Extreme Condition, Proceeding of the International Conference Held at the University of Dundee, Scotland, UK, 2002, pp. 737–746.

3. M. Al-Aghbari, Settlement of shallow square foundation with structural skirts resting on sand, in: Proceeding of the Second International Conference on Geotechnical and Geoenvironmental Engineering in Arid Land, Riydh, Saudi Arabia, 2002, pp. 189–193.

4. M. Al-Aghbari, Bearing capacity of shallow circular foundations with structural skirts resting on sand, in: International Conference on Geotechnical Engineering, Sharja, UAE, 2004, pp. 34–39.

5. A.S. Balasubramaniam, D.G. Lin, S.S.S. Acharya, A.H.M. Kamruzzaman, Behaviour of soft bangkok clay treated with additives, in: The 11th Asian Regional Conference on Soil Mechanic and Geotechnical Engineering, Seoul, vol. 1, 1999, pp. 11–14.

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