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发表于 2009-12-10 21:24:53
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目次
; ?9 q3 D% H6 l6 Y3 |" N2 M前言1 b j# J# d5 w) S
1 范围....................................................................................................................................1
9 U; D& _" }0 e# Y8 c6 H" G" V2 \2 规范性引用文件.................................................................................................................2- B. o% u; F) _ T7 |
3 总则....................................................................................................................................3
) c* u$ W% E% z9 ~4 术语....................................................................................................................................4 y1 Z! N: P' Q2 a) E
5 基本规定.............................................................................................................................6; z+ V( h% _ s& R
6 地基特性.............................................................................................................................8" G" q6 I: |- ~7 m
6.1 岩土的分类..............................................................................................................8/ b7 ]. s4 m% H
6.2 岩土体工程特性指标............................................................................................113 O h P* n; J2 L; z* e* i
7 荷载、荷载效应组合与分项系数...................................................................................15# `1 }, z0 A+ P' a
7.1 荷载........................................................................................................................15$ q& p" ^; ~* W) o6 ]1 R3 `% f
7.2 荷载工况和荷载效应组合....................................................................................15
. P0 U7 |+ ?, ~' q* h7 C, u7.3 分项系数................................................................................................................18
1 @4 Z5 ?. o6 o. B0 l6 }8 地基计算...........................................................................................................................19
: E7 H' X6 M* `8 C# R+ Z* }1 L8.1 一般规定................................................................................................................190 y7 Q' b3 Z2 B4 u
8.2 地基承载力计算....................................................................................................19
5 j6 {* r1 @- N% T! b8 d# W8.3 地基抗压计算........................................................................................................20" g3 F$ f8 t3 v# d/ _
8.4 变形计算................................................................................................................23
6 S5 f' T) g1 T# z. o5 i8.5 稳定性计算............................................................................................................25
) u6 {! H5 Z; f8 N3 `! u% W9 基础设计...........................................................................................................................27
, @7 L# a; x) S, V8 T& H8 ?9.1 一般规定................................................................................................................27
# r7 Y0 U/ Q H' m r9.2 扩展基础................................................................................................................29
2 l4 y O. x; _9.3 桩基础....................................................................................................................31: d$ C5 s! j) \* c: ~, X2 x
9.4 岩石锚杆基础........................................................................................................43
- u, h Q5 ~9 |- L( v- |; c) ^9.5 一般构造规定........................................................................................................44
, N- F2 G$ K3 Z( u10 地基处理.........................................................................................................................47
/ _- y* b# A3 j" w+ y* Z10.1 一般规定..............................................................................................................47
+ D( H$ o; M. V8 Z9 w& v, u+ H5 m: u4 f10.2 土岩组合地基......................................................................................................47 |
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