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发表于 2009-12-10 21:24:53
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目次2 E* _; \8 q. B, F8 J
前言+ _; d8 }/ q& V
1 范围....................................................................................................................................1
' e* o8 j- s2 P3 i2 规范性引用文件.................................................................................................................25 }- g) g; L0 F9 G e- ?) c D3 F) v
3 总则....................................................................................................................................3' o9 W; x+ b3 o# a
4 术语....................................................................................................................................4) o# V# h3 i4 a
5 基本规定.............................................................................................................................6) y& X! y) R# F) V9 C9 y' b
6 地基特性.............................................................................................................................8
% j! t* X8 a& _( h& G0 u/ x7 j6.1 岩土的分类..............................................................................................................85 i% e$ ^' r3 Z8 [9 [
6.2 岩土体工程特性指标............................................................................................11
9 ^, w( Z: H7 t4 e! _# E5 ~7 荷载、荷载效应组合与分项系数...................................................................................15
9 |# `) W$ ]$ n: Z% O: l7.1 荷载........................................................................................................................15
6 I# G+ k7 ]4 A5 [9 a7.2 荷载工况和荷载效应组合....................................................................................15
. f# ~$ H: Z# P' H7.3 分项系数................................................................................................................186 I, n* _8 @* W C! k7 d
8 地基计算...........................................................................................................................19
+ |) R; x$ b- k6 g B8.1 一般规定................................................................................................................19" X( ]) k5 U5 a9 B* R% f
8.2 地基承载力计算....................................................................................................19" N+ p9 x2 b1 m3 K: w
8.3 地基抗压计算........................................................................................................20; ~3 p6 ?7 N5 @9 ^6 ^
8.4 变形计算................................................................................................................23. H# C" D0 n+ g# Z4 a7 G# ?: a# z
8.5 稳定性计算............................................................................................................25! b7 y5 _6 K" M$ V
9 基础设计...........................................................................................................................276 ^! F8 t+ R1 _' I
9.1 一般规定................................................................................................................27) B6 O3 T: g! q }
9.2 扩展基础................................................................................................................29
2 I. S+ u: `, s2 H9.3 桩基础....................................................................................................................318 W( n! f4 N) f! y8 C. }- h
9.4 岩石锚杆基础........................................................................................................43
9 z% j8 | I3 t9.5 一般构造规定........................................................................................................44& @7 G' z$ n: @% r/ [) m
10 地基处理.........................................................................................................................47
0 y# J: ]1 O( L( ^% ]# Q/ A" |10.1 一般规定..............................................................................................................47
2 m% k: E \- T1 r* T3 o( k10.2 土岩组合地基......................................................................................................47 |
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