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发表于 2009-12-10 21:24:53
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前言
7 t$ T0 }" Z+ `& J- f1 范围....................................................................................................................................1. b3 H) K) j& W, S
2 规范性引用文件.................................................................................................................2
( i( v# W2 N/ M5 w" R3 总则....................................................................................................................................33 J* |! m2 ^8 v# Y$ T- }
4 术语....................................................................................................................................4! U( F2 O8 J$ L% J$ y
5 基本规定.............................................................................................................................6! l& n2 d6 W! v* M, X" P3 K
6 地基特性.............................................................................................................................89 ?/ K8 {3 ]' p7 ]' `
6.1 岩土的分类..............................................................................................................8, v( t* f1 v8 K" P* H
6.2 岩土体工程特性指标............................................................................................11
( p. z/ s7 r. ]% ]; i7 荷载、荷载效应组合与分项系数...................................................................................15) {2 e* Q* i2 a$ d
7.1 荷载........................................................................................................................15
/ n' M* w/ O$ R$ u% K7.2 荷载工况和荷载效应组合....................................................................................15
6 j* b7 m* @* r6 c" c7.3 分项系数................................................................................................................18
( x# `& v- p, K2 ?3 \& F8 地基计算...........................................................................................................................19
. B1 V4 v% X/ h0 \+ Y; Q3 B# @3 \) a8.1 一般规定................................................................................................................19' \; b$ l: V, w+ J& q
8.2 地基承载力计算....................................................................................................19/ H, D# c3 Q4 i+ z5 f1 y) F% e
8.3 地基抗压计算........................................................................................................20
6 r! ^. k3 t: ~3 _8.4 变形计算................................................................................................................23
8 ?5 a/ }5 J% ~* ^* S m3 `8.5 稳定性计算............................................................................................................25: J( n& b2 W9 r" B c9 t
9 基础设计...........................................................................................................................277 j) o5 W3 X, V: p
9.1 一般规定................................................................................................................27. s# O( F/ i* w8 S! ?% |
9.2 扩展基础................................................................................................................29
9 m! i- b: f% i( K9.3 桩基础....................................................................................................................31
# k4 D" H4 E" B2 W9 C* [/ q8 O: \9.4 岩石锚杆基础........................................................................................................43
6 v& G3 Q0 F; L, \) \; a9 y. v# Y- w( _9.5 一般构造规定........................................................................................................44
4 r) d1 A( X; w( U! R5 s0 P10 地基处理.........................................................................................................................474 T7 F: ]+ s+ [
10.1 一般规定..............................................................................................................47* c4 d- J: v( A* d0 s6 F! [& L I; e7 b
10.2 土岩组合地基......................................................................................................47 |
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