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发表于 2009-12-10 21:24:53
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目次; f4 f$ D7 \; Y( q9 o/ x: F i3 d
前言2 d7 B N- m# u9 @ E
1 范围....................................................................................................................................1( V: Q6 ]- S$ q, e5 n J% P
2 规范性引用文件.................................................................................................................2
& O1 p* G8 s w4 t" q3 总则....................................................................................................................................3
* g9 ] }. H- h3 r4 术语....................................................................................................................................4' A w- @6 @! i
5 基本规定.............................................................................................................................6
$ v1 F% B: p! }3 Q9 H. c6 地基特性.............................................................................................................................8
0 t7 t! ?6 _' c( J% r6.1 岩土的分类..............................................................................................................8
6 A$ z) c# P) B' |6.2 岩土体工程特性指标............................................................................................11
, h w9 j3 i! b$ z' z U3 x; c7 荷载、荷载效应组合与分项系数...................................................................................15
& m- w6 K1 b' z- R$ u& D* A7.1 荷载........................................................................................................................15
/ J8 K- v# ~+ V) k' I7.2 荷载工况和荷载效应组合....................................................................................15( q# ~6 J$ I$ x: |1 w8 J( N" {
7.3 分项系数................................................................................................................189 {8 f8 m0 o+ D3 y/ @
8 地基计算...........................................................................................................................197 C; ~$ J7 h( q' C3 O' A# W# z- g
8.1 一般规定................................................................................................................19/ r \: _; s! V7 D9 ~. z7 z1 I
8.2 地基承载力计算....................................................................................................19
6 i( s" L! x4 s6 _6 z& S4 t+ o8.3 地基抗压计算........................................................................................................20
" ~2 S3 v3 v( D/ K* Y# \8.4 变形计算................................................................................................................23% f x2 _- z' q2 D$ ]0 f" }; u
8.5 稳定性计算............................................................................................................25" e2 r. z2 m8 k- }# x% A- m# R) @3 }" B
9 基础设计...........................................................................................................................27
: t" m- t/ \& y w8 I4 {, k# c% H9.1 一般规定................................................................................................................278 K' o% n$ E: N6 i! |. ^# J3 V+ e$ i
9.2 扩展基础................................................................................................................29
, `. R/ S- I4 M6 o0 s5 H0 X6 }9.3 桩基础....................................................................................................................31
2 g$ ~ u& z, f1 X9.4 岩石锚杆基础........................................................................................................43 @" {5 ?. Z# f: l, n3 f# J+ E# l
9.5 一般构造规定........................................................................................................447 {7 |4 S; [( q3 J/ r/ D- g
10 地基处理.........................................................................................................................47' y) l, m+ \" v, q5 Q
10.1 一般规定..............................................................................................................47
) z+ c, t/ y: v# U: i10.2 土岩组合地基......................................................................................................47 |
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