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发表于 2009-12-10 21:24:53
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目次
6 ^- p% v/ C4 k4 f前言
( [! h& Q- m* V# \+ y, |1 范围....................................................................................................................................1
" m Z* v2 R m! h2 规范性引用文件.................................................................................................................2. _ H' D$ I( x H
3 总则....................................................................................................................................37 }/ k% S9 Q u5 G& N
4 术语....................................................................................................................................4
- R/ ^7 \5 T% X1 k5 基本规定.............................................................................................................................6
# ]' `1 I; A1 ]" R! k( r6 地基特性.............................................................................................................................8; c5 {) D% T( f5 i* {
6.1 岩土的分类..............................................................................................................87 V8 s; G, }: C: R) n+ I
6.2 岩土体工程特性指标............................................................................................11
& S6 x4 F3 i' r8 [7 荷载、荷载效应组合与分项系数...................................................................................15
0 _& K D4 x: _& S7.1 荷载........................................................................................................................15
! D. l6 ]7 K5 s N3 X# l7 e3 P7.2 荷载工况和荷载效应组合....................................................................................150 U# j8 z# [ z( C% V. E, m) b/ E
7.3 分项系数................................................................................................................184 c k" g" b# Z: l# p( Q
8 地基计算...........................................................................................................................199 A( D, D' L4 u" h4 z
8.1 一般规定................................................................................................................19
8 O7 g- }, b" ^8.2 地基承载力计算....................................................................................................193 @( p, e) y3 o. c
8.3 地基抗压计算........................................................................................................20* f# Y" S+ c( O6 n U. y8 f, @& o; o
8.4 变形计算................................................................................................................23# T" P$ f' n0 {6 _& J
8.5 稳定性计算............................................................................................................25
5 M) s' T) ~# c0 U, s9 基础设计...........................................................................................................................27
( ]! b' H# z3 c) w9.1 一般规定................................................................................................................27
. E! @* P, n# s5 I9.2 扩展基础................................................................................................................29
9 h/ J& d" v" j3 l" M9.3 桩基础....................................................................................................................312 h% Q' o. i% o$ L. F) e
9.4 岩石锚杆基础........................................................................................................43
# s) D2 p0 f" e9.5 一般构造规定........................................................................................................44% ^* T0 B* B% d! }, P: m
10 地基处理.........................................................................................................................47
: S9 L; a: Y/ z+ ~" J& v10.1 一般规定..............................................................................................................47
' U l. Q4 P1 s( y- ]- l4 z. u10.2 土岩组合地基......................................................................................................47 |
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