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发表于 2009-12-10 21:24:53
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目次
* E- C+ j O8 s. i* d前言. ^6 ]# k5 S$ \. i! x. p9 ?0 F
1 范围....................................................................................................................................1
/ U0 S. D" L! ]7 L1 b4 p2 规范性引用文件.................................................................................................................2# a- d7 G b4 n* x5 s, S
3 总则....................................................................................................................................3
1 L( `4 _# [; O& K2 } x$ N4 术语....................................................................................................................................41 l1 R3 q0 L' C% `8 T4 r2 c9 w/ w$ y
5 基本规定.............................................................................................................................6/ a8 e2 B6 P. k( W2 p! _6 S
6 地基特性.............................................................................................................................8" b; O5 k6 I, ?
6.1 岩土的分类..............................................................................................................80 Q0 [/ F K" R0 _5 x) n) e6 C, K
6.2 岩土体工程特性指标............................................................................................11
; B3 D4 c: }1 o* v9 Q/ Y# Q1 }( ~7 荷载、荷载效应组合与分项系数...................................................................................15
4 h2 ^3 c0 G n% e0 X, ~* s7.1 荷载........................................................................................................................152 x# [, [" ?+ b' [8 m
7.2 荷载工况和荷载效应组合....................................................................................15
0 `) p/ Z, y, t9 C4 Z, q2 J' m& @6 Q# z3 T7.3 分项系数................................................................................................................18
- M' _* |9 J% n/ V+ q5 _7 W* q8 地基计算...........................................................................................................................19* k4 g/ a, h+ P
8.1 一般规定................................................................................................................196 a) P7 _, H; P" e- @/ p; A0 {
8.2 地基承载力计算....................................................................................................19
0 }: Q+ M1 W* z. K8.3 地基抗压计算........................................................................................................20, O2 `' W' @/ D# \2 Z
8.4 变形计算................................................................................................................23' A X3 E7 m: D; X! W3 H$ p
8.5 稳定性计算............................................................................................................25
7 E1 c9 n/ {+ H+ H9 基础设计...........................................................................................................................27
: T# p1 L2 J5 `4 N9 L; B1 c/ T! @9.1 一般规定................................................................................................................27" M% F4 w: g2 ~& h
9.2 扩展基础................................................................................................................29
" I3 v5 ~$ H0 R( T8 ?( M9.3 桩基础....................................................................................................................31# _1 S* c0 y* P$ w( D
9.4 岩石锚杆基础........................................................................................................43
( Q/ t M R2 g. b' r+ K# }0 t1 q9.5 一般构造规定........................................................................................................44
! x; m* u5 y. @10 地基处理.........................................................................................................................47
; a X/ {( m1 r) h: D' n2 X10.1 一般规定..............................................................................................................47# O' S& Y& x! d- e
10.2 土岩组合地基......................................................................................................47 |
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