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发表于 2009-12-10 21:24:53
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% [# C# ]0 G" U目次
3 _! O. Q. }& c& f前言
4 s. d/ i0 f9 |1 范围....................................................................................................................................1$ Y, L4 Y/ F6 ?
2 规范性引用文件.................................................................................................................2 v6 P9 V j# L* B) \
3 总则....................................................................................................................................3
$ f) e* k$ i" h2 W; h& L; q$ k' P( J4 术语....................................................................................................................................4/ @) D- G4 L+ E+ A9 p
5 基本规定.............................................................................................................................6
6 l3 ]( s: z5 b6 G4 |) O: v' ~6 地基特性.............................................................................................................................8
' a x# q' I0 J; q& M6.1 岩土的分类..............................................................................................................8
% X7 k7 a G4 a! v6.2 岩土体工程特性指标............................................................................................11
8 i) p; O( ~8 o8 y8 H3 o6 }$ H5 Q7 荷载、荷载效应组合与分项系数...................................................................................15
3 w' A) t; X# J: y6 E7.1 荷载........................................................................................................................151 E4 x8 x v, [. g5 N$ I
7.2 荷载工况和荷载效应组合....................................................................................15
4 x1 {- M7 h4 ]! b5 S8 e' Q7.3 分项系数................................................................................................................18
/ t# R' S1 }/ u8 l# @) \' I" x8 地基计算...........................................................................................................................194 R; S+ x( O& ?% x' m8 m
8.1 一般规定................................................................................................................19
4 {* G0 i% u' g& T, _% K6 s8.2 地基承载力计算....................................................................................................19: H' |* i5 Z4 v5 z* F
8.3 地基抗压计算........................................................................................................20
$ }7 g3 _% z" V9 c# ?8.4 变形计算................................................................................................................23
( Q* | N$ T% Y0 z Z8.5 稳定性计算............................................................................................................25
" J G0 F: X" d& Z8 F- ?& w8 M2 v9 基础设计...........................................................................................................................27( n5 i( H# p7 Y- P7 s
9.1 一般规定................................................................................................................276 m& s* b9 u I) l1 j: J. C! F
9.2 扩展基础................................................................................................................29
6 e% w# D: y8 Z! Y8 K9 }9.3 桩基础....................................................................................................................31
& T1 t- g. R3 g/ ^8 n- U0 u9.4 岩石锚杆基础........................................................................................................43
( _# P) K4 `$ E( ]9.5 一般构造规定........................................................................................................44/ A) w: y5 ^, j' g6 D8 I5 Y/ L
10 地基处理.........................................................................................................................47& K# N J/ a2 x& M! z
10.1 一般规定..............................................................................................................47$ T4 g5 d6 H. i/ U% G. r/ C' G5 L
10.2 土岩组合地基......................................................................................................47 |
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