3D Numerical Study of the Behavior of Piled Raft Foundation on Soft Clay with Uniform and Varying Pile Lengths

Author:

Modak Rajib,Bhowmik Debjit,Singh Baleshwar

Publisher

Springer Singapore

Reference29 articles.

1. Bandyopadhyay, S., Sengupta, A., Parulekar, Y.M.: Behavior of a combined piled raft foundation in a multi-layered soil subjected to vertical loading. Geomech. Eng. 21(4), 379–390 (2020)

2. Cho, J., Lee, J.H., Jeong, S., Lee, J.: The settlement behavior of piled raft in clay soils. Ocean Eng. 53, 153–163 (2012)

3. Choudhury, D., Katzenbach, R.: ISSMGE Combined Pile-Raft Foundation Guideline. Technische Universität Darmstadt, Germany, Institute and Laboratoty of Geotechnics (2013)

4. Chow, Y.K., Yong, K.Y., Shen, W.Y.: Analysis of piled raft foundations using a variational approach. Int. J. Geomech. 1(2), 129–147 (2001)

5. Clancy, P., Randolph, M.F.: An approximate analysis procedure for piled raft foundations. Int. J. Numer. Anal. Meth. Geomech. 17(12), 849–869 (1993)

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