Combined Piled-Raft Foundation a Sustainable Option for Week Soil (Alluvial Soil)

Authors

  • Devesh Ojha Department of Civil Engineering, Amity School of Engineering and Technology, Amity University Uttar Pradesh, Lucknow Campus, India
  • Rajendra Kumar Srivastava U. P. Bridge Corporation, India

DOI:

https://doi.org/10.54060/JMCE/001.01.004

Keywords:

Piled-Raft Foundation, subsoil strata, Week Soil, Alluvial Soil

Abstract

There are no standards and no design rules for Combined Piled-Raft Foundation available up to now. A preliminary stage and a final stage are involved in the construction of a piled raft base. The preliminary design stage includes determining the critical parameters, such as the number of piles, their diameter, and length, as well as the Es value of the subsoil strata, in order to establish an optimal design that can achieve the necessary settlement reduction. Precision and accuracy of the current design strategies is calculated by in-situ parameters such as Es, despite that, the computational effort and time do not justify their use for preliminary studies that may require.

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References

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Published

2021-04-03

How to Cite

[1]
D. Ojha and R. Kumar Srivastava, “Combined Piled-Raft Foundation a Sustainable Option for Week Soil (Alluvial Soil)”, J. Mech. Constr. Eng., vol. 1, no. 1, pp. 1–6, Apr. 2021.

CITATION COUNT

Issue

Vol. 1 No. 1 (2021)

Section

Research Article

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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