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发表于 2009-12-10 21:24:53
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前言
* r5 z2 U$ |5 H+ P6 r& P" R1 范围....................................................................................................................................14 P8 E0 W$ l& A) o6 P1 I' x" p
2 规范性引用文件.................................................................................................................2
! [9 k- Q# @1 J+ g! F3 A3 总则....................................................................................................................................3) S- v3 |( `" a4 c; y
4 术语....................................................................................................................................4
, f4 p, X v( \/ z$ z* O5 基本规定.............................................................................................................................65 U+ Z+ D$ E; {/ h9 `/ x
6 地基特性.............................................................................................................................8
: ^; R" o( I. I0 D9 K+ N( p1 Z6.1 岩土的分类..............................................................................................................8 A4 v: v, l8 y2 M- c' y
6.2 岩土体工程特性指标............................................................................................11
3 `9 C; x5 a7 y0 D6 b! C" O7 荷载、荷载效应组合与分项系数...................................................................................15
4 J" a7 Q; y' m5 Y! O7.1 荷载........................................................................................................................15
8 d* t# g' b6 N5 Q7.2 荷载工况和荷载效应组合....................................................................................15
. ]2 W9 Z& ^, N# o% v7.3 分项系数................................................................................................................18" p* _, a) N1 `' _" Z
8 地基计算...........................................................................................................................19
& w( F* a- U# T5 z5 s# V) U5 w _8.1 一般规定................................................................................................................19
& N$ g" g/ r8 k1 \( L; e5 T8.2 地基承载力计算....................................................................................................19( z" t" G+ f8 Y+ H& A) x
8.3 地基抗压计算........................................................................................................20
6 J; r8 W |2 _( q$ @2 x* O8.4 变形计算................................................................................................................23
+ A$ F7 `8 L# T8 g8.5 稳定性计算............................................................................................................25$ i. ~- p- o5 L( a m
9 基础设计...........................................................................................................................27: ~' @ s- p6 ?- R6 A) t2 [
9.1 一般规定................................................................................................................276 S0 F! A3 c- H7 z
9.2 扩展基础................................................................................................................296 F7 S+ c# C6 P& Z/ f
9.3 桩基础....................................................................................................................31! V: X) f( ^2 n2 g( a. R' N: m
9.4 岩石锚杆基础........................................................................................................43* [( o$ z% k+ F' A
9.5 一般构造规定........................................................................................................44# z8 I% S# T3 J" p6 ^8 t9 r) e6 M# J
10 地基处理.........................................................................................................................47
0 O$ t" |! h& N/ O. l% N/ e; H. C10.1 一般规定..............................................................................................................470 a# D( F( h% [& `7 t3 R. f d
10.2 土岩组合地基......................................................................................................47 |
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