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Tiêu đề: Simplified Design Procedure for Piled Raft Foundations - H.G. Poulos, Fellow, AS [In trang] Tác giả: AloneGalaxy Thời gian: 16/5/2011 15:49 Tiêu đề: Simplified Design Procedure for Piled Raft Foundations - H.G. Poulos, Fellow, AS Abstract 8 w" d5 S; A& v"In situations where a raft foundation alone does not satisfy the design requirements, it: G' |* i, A( [$ x: y4 e
may be possible to enhance the performance of the raft by the addition of piles. The use $ ^8 ]7 T, J9 ?4 x6 Dof a limited number of piles, strategically located, may improve both the ultimate load ; H3 |0 S5 S* v& Y* ccapacity and the settlement and differential settlement performance of the raft. This( t7 ^8 R' X$ O0 K, G) \6 _
paper outlines the development of a simplified method of analysis which can provide a 7 ^: x2 x/ O( z/ n/ f& Nuseful tool for preliminary design of piled raft foundations. It involves two phases: ; F+ f2 e+ U h" e$ `- J1. The assessment of the overall foundation behavior;6 U$ v) ]! [8 q, h4 O: r5 I* F
2. The assessment of the behavior under individual column loads. $ m7 ?% z) b# {6 C, UIn both cases, use is made of simplified solutions to compute foundation stiffness$ i6 r/ ~/ |* q
and capacity characteristics. The selection of design geotechnical parameters is an$ \' T& V; R D: b K1 `
essential component of both design stages, and some approximations for estimating the ) l% [7 _, o9 xnecessary parameters are summarized. % h- @7 p* r: h) a. a# l' ETypical applications to a case history of a piled raft and to model centrifuge tests1 e" b! L b S" M! X1 \
are described, and it is found that the behavior predicted by the simplified analysis is/ n$ w6 b6 L" ?! q" d B
broadly consistent with the measured behavior." 2 J6 p8 c3 y g) `* USimplified Design Procedure for Piled Raft Foundations - H.G. Poulos, Fellow, ASCE.rar(677.45 KB, Lượt tải về: 57)