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发表于 2009-12-10 21:24:53
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2 r3 \2 P7 b8 v1 p; N# Q* I目次
! `4 u: [4 d W# T7 D9 q+ ?) L前言
; C. @' q4 s! S6 U1 范围....................................................................................................................................1
R( w/ }8 B# q+ ~2 规范性引用文件.................................................................................................................2- X: a+ r$ r! `5 \" \
3 总则....................................................................................................................................3
7 \9 U$ x; T9 J$ ~/ ]1 |) X) ^4 术语....................................................................................................................................4$ W! z# X/ @# R' r4 S. o. y/ j
5 基本规定.............................................................................................................................6
_4 b3 h9 U3 O. {$ |4 l6 地基特性.............................................................................................................................8
2 u4 X+ x9 m9 k5 l$ j7 {6.1 岩土的分类..............................................................................................................8
7 M$ c2 k( ~% ~1 h% o6.2 岩土体工程特性指标............................................................................................11
* l6 Q& U8 @) w% r7 荷载、荷载效应组合与分项系数...................................................................................15# Q1 b1 T" s* }. V; X
7.1 荷载........................................................................................................................15
1 s- f B2 z G2 H7.2 荷载工况和荷载效应组合....................................................................................15! E, f; W" @) [" O2 j+ z8 T+ k# e% P
7.3 分项系数................................................................................................................18
7 @7 y. z5 y: @% v+ ]1 l) t8 地基计算...........................................................................................................................192 y3 t; e; _; }. r* U- I( R
8.1 一般规定................................................................................................................19* C, y$ o0 w9 o6 [4 S
8.2 地基承载力计算....................................................................................................19% V+ D# W$ D7 i n) M
8.3 地基抗压计算........................................................................................................205 S3 j: L: W& f4 I- N& l
8.4 变形计算................................................................................................................23) c" _. b# s3 ^- c3 E8 W
8.5 稳定性计算............................................................................................................25; v; @. A( I& X6 y
9 基础设计...........................................................................................................................27- `& _; X' f" M, g# }" ~
9.1 一般规定................................................................................................................27
3 Q8 b1 B# K3 J; I9.2 扩展基础................................................................................................................29
) A3 m+ Z9 X! K4 y- x# d9 s9.3 桩基础....................................................................................................................31
. w7 m2 A* N; ~0 \7 V9.4 岩石锚杆基础........................................................................................................43
% o/ q7 P! m# u0 w7 \# ?! X/ s! i9.5 一般构造规定........................................................................................................44* M) v8 L9 ^" S4 C* q( r8 Z
10 地基处理.........................................................................................................................47% { T0 {- N4 F% V$ b
10.1 一般规定..............................................................................................................47) k( f9 Y/ f7 M [
10.2 土岩组合地基......................................................................................................47 |
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