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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 & Y" t; f! J" q }"In situations where a raft foundation alone does not satisfy the design requirements, it % H4 I3 h7 W6 @$ x8 J- ~" e* smay be possible to enhance the performance of the raft by the addition of piles. The use 0 q8 X$ P$ t3 \of a limited number of piles, strategically located, may improve both the ultimate load / b# S' w: D( \" l# ^4 g9 T$ Ycapacity and the settlement and differential settlement performance of the raft. This r) z9 R$ e% [, z2 i7 R$ e0 Y" C/ cpaper outlines the development of a simplified method of analysis which can provide a 8 {9 F; w3 N* T8 i7 e6 a9 fuseful tool for preliminary design of piled raft foundations. It involves two phases:% d' O: f: }1 T8 Q/ |/ E: J4 Q2 x
1. The assessment of the overall foundation behavior;4 l; R6 z+ [* l" Y1 e" @3 F% ]7 \9 p
2. The assessment of the behavior under individual column loads. , n {# G- r* g. XIn both cases, use is made of simplified solutions to compute foundation stiffness: k* g1 A0 A9 ^
and capacity characteristics. The selection of design geotechnical parameters is an - D( L6 t8 S7 m2 tessential component of both design stages, and some approximations for estimating the7 ~3 B/ s/ k8 k1 t1 | u+ w! v
necessary parameters are summarized. 9 N8 i, {( R" ] T) ^8 s6 |+ _Typical applications to a case history of a piled raft and to model centrifuge tests , t% B |$ l% k9 g- |are described, and it is found that the behavior predicted by the simplified analysis is 8 s/ N1 u( q' ^% }/ }" Q3 h gbroadly consistent with the measured behavior."2 [4 Q) C% w8 f! k T/ B: ]: S Simplified Design Procedure for Piled Raft Foundations - H.G. Poulos, Fellow, ASCE.rar(677.45 KB, Lượt tải về: 57)