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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
2 i- \: l# n0 t% l2 P) ]' l"In situations where a raft foundation alone does not satisfy the design requirements, it
( x: @) {3 K. w6 U. emay be possible to enhance the performance of the raft by the addition of piles. The use. h# i9 S8 `# j" n& ^  l
of a limited number of piles, strategically located, may improve both the ultimate load
1 R9 p  K+ U% |7 gcapacity and the settlement and differential settlement performance of the raft. This( a4 y: `  J/ h* M! `+ D
paper outlines the development of a simplified method of analysis which can provide a
$ A, A) H% A8 t* _- Guseful tool for preliminary design of piled raft foundations. It involves two phases:6 ?2 ~# m" b/ o: v% y2 n) e% m
1. The assessment of the overall foundation behavior;( g5 D0 D- M7 o# l" N, W7 k
2. The assessment of the behavior under individual column loads.9 D( O: N/ w/ ]9 U7 a8 M6 \
In both cases, use is made of simplified solutions to compute foundation stiffness
. ^1 z3 u) a; L# [- ?& t- v# Xand capacity characteristics. The selection of design geotechnical parameters is an! O- B- i4 ]+ o% b) R
essential component of both design stages, and some approximations for estimating the
" f# J' J9 ?- q; F. ?9 Anecessary parameters are summarized.
4 I9 M" x/ ]* I$ v! _! ?* jTypical applications to a case history of a piled raft and to model centrifuge tests% j% V) Q( x3 ]7 V) m# i
are described, and it is found that the behavior predicted by the simplified analysis is4 j5 |! N  r6 j' y+ g
broadly consistent with the measured behavior."6 G0 V; y2 y8 |* }- m  \- J
Simplified Design Procedure for Piled Raft Foundations - H.G. Poulos, Fellow, ASCE.rar (677.45 KB, Lượt tải về: 57)
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