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发表于 2009-12-10 21:24:53
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目次/ r6 Y# Y8 X, \1 S: V: ?( [
前言) S9 `; W/ B- C
1 范围....................................................................................................................................1
# j; R7 y5 s9 s5 R" F+ g2 规范性引用文件.................................................................................................................2) V. j: Z o; C7 a: Q+ h8 |
3 总则....................................................................................................................................3
3 U+ \2 }- ?! W% \4 术语....................................................................................................................................45 V5 w7 |- D+ W, y9 B' m) O
5 基本规定.............................................................................................................................6
2 L$ G3 k! P9 F, j5 j" T$ n6 地基特性.............................................................................................................................8# ~% F. H* x5 q5 }! J& ^2 t
6.1 岩土的分类..............................................................................................................8/ W; P$ \, T/ s) r0 L6 x
6.2 岩土体工程特性指标............................................................................................11; U6 B! K3 c$ h3 S
7 荷载、荷载效应组合与分项系数...................................................................................15
; ~! @* A! g( v. j, \4 X7.1 荷载........................................................................................................................15
% [% L% |& Y F* V/ w- Q' j8 t7.2 荷载工况和荷载效应组合....................................................................................15' m! ^8 w$ P: N% s- z
7.3 分项系数................................................................................................................189 k; K8 ?: Z7 N, |
8 地基计算...........................................................................................................................19# ]2 _0 _& |) j7 u5 A0 ^& W4 X/ n
8.1 一般规定................................................................................................................19
7 b5 D, O& F+ i! W8.2 地基承载力计算....................................................................................................195 @- K, j/ X+ f& g ]* o7 P& c
8.3 地基抗压计算........................................................................................................20
8 _9 S% N# \8 C2 L9 j6 f0 I3 g# ~; k8.4 变形计算................................................................................................................23: a) \/ m4 u/ }7 ?
8.5 稳定性计算............................................................................................................25; ?+ Z: E4 [* Y6 L- A/ ]
9 基础设计...........................................................................................................................27
( r9 o! S: u, ^& r% ~) W9.1 一般规定................................................................................................................27% ]9 c9 X! b( w. n x& h7 j( [
9.2 扩展基础................................................................................................................29
0 Y5 E& p; U* h. h5 w. Y9.3 桩基础....................................................................................................................31
0 c/ X& m0 d* U2 j9 |9.4 岩石锚杆基础........................................................................................................43
7 P( @: y! o) Q; U! E! s: |9.5 一般构造规定........................................................................................................44
+ |+ }. ?' f* J8 k0 a' _: M10 地基处理.........................................................................................................................47
* j! f, O* W- N$ d, F, g10.1 一般规定..............................................................................................................47
3 H* P7 p& ~ t8 Z10.2 土岩组合地基......................................................................................................47 |
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