Understanding the Dynamic Behavior of Piled Raft Foundation through Previous Studies

Section: Review Paper
Issue
Vol. 29 No. 2 (2024): Volume 29 Issue 2
Published
Sep 1, 2024
Pages
19-31

Abstract

The population increase and construction development witnessed by the world in recent years and the exploitation of areas that may have unsuitable soil for constructing high rise buildings. Hence, it is necessity to develop a special type of foundation that can withstand large static and dynamic loads. The piled raft foundation system that depends on the soil-piles-raft interaction phenomenon is very important which was developed to increase the load carried capacity and reduce the settlement. Many types of weak soil are considered to be problematic which should be taken into consideration in geotechnical engineering. Therefore, the researchers studied the behavior of the pile raft system by experimental and numerical methods under static and dynamic loads to understand the mechanism of the load sharing between the foundation compositions as well as to reach the safe design regarding bearing load and settlement.

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Authors

Shahad Kh. Elias

Department of Civil Engineering, College of Engineering, University of Mosul, Mosul, Iraq

Moataz A. Al-Obaydi

Department of Civil Engineering, College of Engineering, University of Mosul, Mosul, Iraq

Identifiers

https://doi.org/10.33899/rengj.2023.142899.1283
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How to Cite

[1]
S. Kh. Elias, شهد, M. A. Al-Obaydi, and معتز, “Understanding the Dynamic Behavior of Piled Raft Foundation through Previous Studies”, AREJ, vol. 29, no. 2, pp. 19–31, Sep. 2024.
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