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发表于 2009-12-10 21:24:53
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前言4 ]" m; |) R: m6 J8 P& A
1 范围....................................................................................................................................1" W9 S4 J5 f6 H" L# r8 G8 ~& L' P
2 规范性引用文件.................................................................................................................2
' s2 |' O" S/ J0 ]) e* C8 ^3 总则....................................................................................................................................3
8 F+ m* s8 V9 h0 `4 术语....................................................................................................................................43 c" w' P" E8 m& d7 s7 o. b
5 基本规定.............................................................................................................................6& [) x7 V0 q9 v4 u2 b- \
6 地基特性.............................................................................................................................86 F& i" X4 D; l! J
6.1 岩土的分类..............................................................................................................8
, o! g5 N( ~& V/ M6.2 岩土体工程特性指标............................................................................................11 q+ f' |2 Q' h' V
7 荷载、荷载效应组合与分项系数...................................................................................15
2 j- n1 ]4 q+ G1 D2 q& l1 H: A7.1 荷载........................................................................................................................155 Y; R9 C l9 s0 e9 J4 ?, E
7.2 荷载工况和荷载效应组合....................................................................................15
" R( \$ z+ l. _; m3 l# h$ j7.3 分项系数................................................................................................................18( k- n0 J& Q: {% n: M) q
8 地基计算...........................................................................................................................194 ^1 i4 e$ X: C, X/ \
8.1 一般规定................................................................................................................191 O( ^. u% f& K6 @7 b
8.2 地基承载力计算....................................................................................................19& P @( E) o$ w; X# m) d& x5 c3 F9 }5 R
8.3 地基抗压计算........................................................................................................20
9 L! m! L" x6 M \+ k8.4 变形计算................................................................................................................23& t$ a9 j: }7 R) Q4 `# K9 k8 m
8.5 稳定性计算............................................................................................................25
% V: J: ?3 d) W! T- q9 基础设计...........................................................................................................................27
) s) C5 f2 c* j& A! S3 S% Z, g9.1 一般规定................................................................................................................275 \3 @: F0 Q6 i! Y' g( v4 v
9.2 扩展基础................................................................................................................29
: ] t0 v6 J% Z* `* h9.3 桩基础....................................................................................................................31
* ^: J+ {: ^4 y/ J+ e" O9.4 岩石锚杆基础........................................................................................................43+ M0 \* \8 r" e
9.5 一般构造规定........................................................................................................44# a, E; H6 {8 B1 h4 P
10 地基处理.........................................................................................................................47- q2 z6 g* m2 ~7 Y( N
10.1 一般规定..............................................................................................................47
3 {0 g: T* `- k2 s& x% b10.2 土岩组合地基......................................................................................................47 |
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