Volume 13, Issue 2 And B (Transaction B: Geotechnical Engineering June 2015)
IJCE 2015, 13(2 And B): 114-123 |
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Saeedi Azizkandi A, Baziar M, Rasouli H, Modarresi M, Shahnazari H. Centrifuge modeling of non-connected piled raft system. IJCE 2015; 13 (2) :114-123
URL: http://ijce.iust.ac.ir/article-1-1325-en.html
URL: http://ijce.iust.ac.ir/article-1-1325-en.html
Abstract: (7335 Views)
In present research, 17 centrifuge tests have been conducted to study the effect of various parameters such as the number of piles, the distance between piles, gradation and thickness of the granular layer on the load-settlement behavior of a pile raft system. The results showed the importance of granular layer to reduce the settlement of non-connected pile raft system when the roles of piles are to reduce the settlement. In other words when the piles have major contribution on the bearing capacity of pile raft system, presence of a granular layer may increase the settlement.
Keywords: Piled raft foundation, Non-connected piled raft, Load-settlement behavior and settlement reduction.
Type of Study: Research Paper |
Subject:
Geotechnique
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