The positioning and thickness effect for soft clay layer on 3D-building resting on piled raft
نویسندگان
چکیده
منابع مشابه
An Experimental Study on the Behaviour of Vertically Loaded Piled Raft on Soft Clay
In order to understand the load sharing and settlement reduction behaviour of piled raft resting on soft clay, 1g model tests were conducted on small-scale models. The parameters studied were the effect of pile length and number of piles. The load settlement behaviour obtained from the tests has been validated using simplified method (Polous & Davis). Equivalent pier concept of Poulos and Davis...
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چکیده ندارد.
15 صفحه اولBehavior of Piled Raft Foundation on Heterogeneous Clay Deposits Using Random Field Theory
In the case of problematic soils and tall buildings where the design requirements cannot be satisfied merely by a raft foundation, it is of common practice to improve the raft performance by adding a number of piles so that the ultimate load capacity and settlement behavior can be enhanced. In this study, the effect of spatial variability of soil parameters on the bearing capacity of piled raft...
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In this paper, two centrifugal model tests (case 1: raft foundation, case 2: 2x2 piled raft foundation) were conducted in order to evaluate the effect of ground subsidence on load sharing among piles and raft and settlement of raft and piled raft foundations. For each case, two conditions consisting of undrained (without groundwater pumping) and drained (with groundwater pumping) conditions wer...
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ژورنال
عنوان ژورنال: Ain Shams Engineering Journal
سال: 2012
ISSN: 2090-4479
DOI: 10.1016/j.asej.2011.12.005