Kumar, Ashutosh ; Choudhury, Deepankar (2018) Development of new prediction model for capacity of combined pile-raft foundations Computers and Geotechnics, 97 . pp. 62-68. ISSN 0266352X
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Official URL: http://doi.org/10.1016/j.compgeo.2017.12.008
Related URL: http://dx.doi.org/10.1016/j.compgeo.2017.12.008
Abstract
The complex soil-structure interaction factors to estimate load bearing capacity of a combined pile-raft foundation (CPRF) is scarce. A new prediction method is proposed to estimate both Ultimate Limit State (ULS) and Serviceability Limit State (SLS) bearing capacity of CPRF by evaluating the pile-raft and raft-pile interaction factors. The developed model is validated with available experimental results. The simplified expressions for the evaluation of load-sharing ratio and a mobilized factor of safety of CPRF considering the serviceability requirement of the structure are also proposed. It provides a simple design solution for CPRF subjected to vertical loading condition.
| Item Type: | Article |
|---|---|
| Source: | Copyright of this article belongs to Computers and Geotechnics. |
| ID Code: | 137057 |
| Deposited On: | 25 Aug 2025 04:38 |
| Last Modified: | 25 Aug 2025 04:38 |
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