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发表于 2009-12-10 21:24:53
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目次
; L3 E8 ^0 d8 i& W前言
1 x2 [ E0 q8 J* j. A ^1 范围....................................................................................................................................1
; R A3 `% c5 _6 ]9 _9 ~8 W2 规范性引用文件.................................................................................................................2
3 r* `, ]: B% R6 F3 g" E* d3 总则....................................................................................................................................3
& \: l% G! o j( ]. o4 w4 术语....................................................................................................................................4
. e' K# \9 p3 W5 基本规定.............................................................................................................................61 X0 `8 L, k, A: m9 |
6 地基特性.............................................................................................................................8
# j6 O) B8 j( X+ J5 `* l6.1 岩土的分类..............................................................................................................8# b5 s& W. z* f v4 e% W
6.2 岩土体工程特性指标............................................................................................110 a i0 D, A- x3 Q( X
7 荷载、荷载效应组合与分项系数...................................................................................15
- o7 K" x4 { a- \) @; q7 o7.1 荷载........................................................................................................................15
! t$ e" R% \3 j7.2 荷载工况和荷载效应组合....................................................................................15
* y) C6 W8 [+ C9 o. z7.3 分项系数................................................................................................................18
5 M: t4 [* I+ {# ?: V/ d8 地基计算...........................................................................................................................19/ e- m4 F" R1 v w5 l$ l% M
8.1 一般规定................................................................................................................19
( \. z* ? d' J8.2 地基承载力计算....................................................................................................19
" H5 W9 {6 x5 i* m" s8 X! Z8.3 地基抗压计算........................................................................................................20
; B V: ~! R8 M, K x% |5 i2 x8.4 变形计算................................................................................................................23( N& ?' N9 b$ x- q
8.5 稳定性计算............................................................................................................25
, @' u# \6 T+ ^ `# I9 基础设计...........................................................................................................................27
" L* I* c% Z, O' f1 K7 i1 f9.1 一般规定................................................................................................................273 M( ^8 p$ P* z( Y* ]
9.2 扩展基础................................................................................................................29$ F2 ~) w/ t# z! W3 w
9.3 桩基础....................................................................................................................31
o0 C$ p N* `; F9.4 岩石锚杆基础........................................................................................................43
* a: @% W* [6 T9.5 一般构造规定........................................................................................................44
; Z6 ~: |3 E. W' y+ _6 h* c8 z) s10 地基处理.........................................................................................................................47
6 _% o6 c9 t9 l3 {1 s10.1 一般规定..............................................................................................................47
/ K* l0 m; T; W9 X10.2 土岩组合地基......................................................................................................47 |
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