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发表于 2009-12-10 21:24:53
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目次, g6 {7 K0 G9 F
前言
; ]7 J9 Y' n* [; a1 范围....................................................................................................................................1
; H. c' p1 E3 l( O4 r$ r2 规范性引用文件.................................................................................................................2& E* N; X) c. G8 r
3 总则....................................................................................................................................39 @& w! e# B; N9 s6 p
4 术语....................................................................................................................................4
* V1 a( s' O9 g% ^5 基本规定.............................................................................................................................69 b' s& B7 B6 K# q9 N
6 地基特性.............................................................................................................................83 S0 S J/ C" N
6.1 岩土的分类..............................................................................................................84 E$ M, [: a+ v: V, F
6.2 岩土体工程特性指标............................................................................................11
' u+ ]8 G7 d1 M+ ^0 p2 [3 F, R' }& b7 荷载、荷载效应组合与分项系数...................................................................................15
, W/ O* b, Z4 Z& g) u7.1 荷载........................................................................................................................150 x! D! W& |/ L( O. c* I) V; g
7.2 荷载工况和荷载效应组合....................................................................................15
" X) V1 _! U8 H+ K, K9 W# m5 f7.3 分项系数................................................................................................................18
* T+ b5 R. ?6 n8 地基计算...........................................................................................................................19
0 m7 T$ a. v, |7 ?4 s% I8.1 一般规定................................................................................................................19
7 ~9 d% u' ~& e0 n, _8.2 地基承载力计算....................................................................................................19
* l5 x h2 X1 r; c% N1 q- x* Z8.3 地基抗压计算........................................................................................................20# V ~+ B# M$ ^
8.4 变形计算................................................................................................................23
) Y! n) f$ \% ^6 p! |8.5 稳定性计算............................................................................................................25, I; v1 R' \- B7 v
9 基础设计...........................................................................................................................27
: K5 O- M- T/ c7 S9.1 一般规定................................................................................................................27
& b$ `3 V5 [ N U9.2 扩展基础................................................................................................................29" @! {( v7 |/ G" x f0 P6 R7 a
9.3 桩基础....................................................................................................................31+ q9 L2 y. r: m: G- T$ o
9.4 岩石锚杆基础........................................................................................................43
% Q' I: q4 J; Q8 h' G2 i7 A' u9.5 一般构造规定........................................................................................................44
. j& G& s! I$ k6 v10 地基处理.........................................................................................................................47
" ^7 h; i( ?" V5 {10.1 一般规定..............................................................................................................47
/ B% V+ x: J# _! h/ x* ^1 N10.2 土岩组合地基......................................................................................................47 |
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