Undrained Bearing Capacity and Failure Mechanism of Strip Footings on Slopes Considering Multilayered Soils

Author:

Du Dian-chun,Tian Geng-ping,Gong Wei-ming,Dias Daniel

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Fundamental Research Funds for the Central Universities

program of Zhishan Young Scholar Programs of Southeast University

Publisher

Springer Science and Business Media LLC

Reference31 articles.

1. Meyerhof, G.G.: The ultimate bearing capacity of foundations on slopes. 4th Int. Conf. Soil Mech. Found. Eng. (London) 1, 384–386 (1957)

2. Hansen, J.B.; Brinch, J.; Bullet, H.; Nan, S.: A revised and extended formula for bearing capacity. Danish. Geotech. Inst. Bull 28, 5–11 (1970)

3. Vesić, A.S.: Analysis of Ultimate Loads of Shallow Foundations. J. Soil Mech. Found. Div. 99(1), 45–73 (1973)

4. Saran, S.; Sud, V.K.; Handa, S.C.: Bearing capacity of footings adjacent to slopes. J. Geotech. Eng. 115(4), 553–573 (1989)

5. Georgiadis, K.: An upper-bound solution for the undrained bearing capacity of strip footings at the top of a slope. Geotechnique 60(10), 801–806 (2010)

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