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发表于 2009-12-10 21:24:53
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5 l; y/ y0 I K目次. K/ s3 F1 \4 Q: h
前言 s7 P1 E% F7 v% H# f( h% |' B
1 范围....................................................................................................................................1
2 B1 O6 w" \5 e: m2 规范性引用文件.................................................................................................................2: _# m% @" X! h- D \. r6 o2 O1 y
3 总则....................................................................................................................................3
! |8 B4 x' _& i, _+ b {4 术语....................................................................................................................................4
/ [' s/ n) ~+ F8 j+ N4 \5 基本规定.............................................................................................................................6
: F4 x6 N7 c% g$ m0 d% C6 地基特性.............................................................................................................................8* o! |4 p8 U% I- q
6.1 岩土的分类..............................................................................................................8
1 h9 g) p9 l# f) O6.2 岩土体工程特性指标............................................................................................11
6 r* k' P5 m6 V4 k0 U+ E7 R6 o7 荷载、荷载效应组合与分项系数...................................................................................15
7 q C6 u- ^ l+ U; L% }; M7.1 荷载........................................................................................................................15
* F1 E% p4 Y1 e4 J" e0 a7.2 荷载工况和荷载效应组合....................................................................................15
: ?8 E1 s3 E6 p7.3 分项系数................................................................................................................18( X: a& ?& h% i3 D4 ]* ^( c
8 地基计算...........................................................................................................................19
0 Q7 Z9 E! V. s, W8.1 一般规定................................................................................................................19
: {- ^( y' f3 V5 [8.2 地基承载力计算....................................................................................................19
{' z- D7 A8 n. t* x `0 n8.3 地基抗压计算........................................................................................................20
: n0 M6 c# Q; D: K G6 H7 B0 Q8.4 变形计算................................................................................................................23' e' b7 \7 j: P6 ]7 F& h
8.5 稳定性计算............................................................................................................25
( A/ Y0 i+ y4 S @9 基础设计...........................................................................................................................279 r0 r- x2 O& r# @1 U3 X3 h$ Q" \
9.1 一般规定................................................................................................................27# Q2 D$ V1 s; @0 r7 ]! o8 }8 z2 \9 p
9.2 扩展基础................................................................................................................296 V5 _+ A3 t) ]+ J9 \- l
9.3 桩基础....................................................................................................................31* g* M }6 t0 ]( s6 P/ H% t- }' u! g
9.4 岩石锚杆基础........................................................................................................43# g! d$ ~$ }- ^" j1 d
9.5 一般构造规定........................................................................................................44, }1 T" D$ B5 t+ ~
10 地基处理.........................................................................................................................47
8 L* F- M. T% g$ i, I R10.1 一般规定..............................................................................................................47$ R# C% I- c, c/ U3 p
10.2 土岩组合地基......................................................................................................47 |
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