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发表于 2009-12-10 21:24:53
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目次
: T U" `; M9 e7 B( H7 a前言' R4 Q% c( z, _8 t
1 范围....................................................................................................................................1
. s5 a8 U0 k8 T; G: l3 E: s7 t6 d8 V$ s2 规范性引用文件.................................................................................................................2% @4 n( C: ~! W: E$ A
3 总则....................................................................................................................................3% B- i+ z& Y$ D" K
4 术语....................................................................................................................................4
G4 F Y2 x3 @% W2 Z X5 基本规定.............................................................................................................................6
% T0 n5 \2 t: ~, c6 地基特性.............................................................................................................................8$ E% ]5 d) H0 b1 l
6.1 岩土的分类..............................................................................................................85 T# ?/ a1 i6 I. z2 L
6.2 岩土体工程特性指标............................................................................................11
5 u" L0 q% ^% u5 _$ x. m3 R6 j7 荷载、荷载效应组合与分项系数...................................................................................15$ T; W) Y3 F5 r1 ^ u% j* |
7.1 荷载........................................................................................................................157 ~# N, [ ^- i0 Q: C9 [+ T/ W+ j
7.2 荷载工况和荷载效应组合....................................................................................15
# ~/ S$ l- E' l- p7.3 分项系数................................................................................................................18( S+ v$ |( P2 r( c7 A. h9 B' a
8 地基计算...........................................................................................................................19
- W* A; b6 L4 B7 d7 E9 K; |8 w6 |9 z$ ]8.1 一般规定................................................................................................................193 D( ~# [/ y8 H% F4 \5 y" q
8.2 地基承载力计算....................................................................................................19: V0 `, m. q& o2 u+ h) @& _+ h0 v3 E
8.3 地基抗压计算........................................................................................................20
% {: L9 s- r" `8 k) Z2 E& l8.4 变形计算................................................................................................................23 i" P6 d, |+ p& w& @$ ^' ^( N" a
8.5 稳定性计算............................................................................................................252 H4 W7 W9 |3 ]: p j2 e/ E
9 基础设计...........................................................................................................................27
Z' T. \1 W8 t& K8 U; J( _6 K9 [9.1 一般规定................................................................................................................27
R l( \/ a! L; e; E- ~" q; c9.2 扩展基础................................................................................................................29$ s5 }$ s* g, g, j
9.3 桩基础....................................................................................................................31$ W5 }5 g# O# R9 D/ F
9.4 岩石锚杆基础........................................................................................................43# x8 r, n2 l2 Q4 }# z
9.5 一般构造规定........................................................................................................44
2 Z4 k, [( d4 r4 q% e- Q6 G10 地基处理.........................................................................................................................47
9 S& j# M, e2 r& d+ r4 a10.1 一般规定..............................................................................................................47
0 d' }! g2 b2 m \0 u' ~) ~10.2 土岩组合地基......................................................................................................47 |
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