建筑基坑支护技术规程2012(条文说明).docx

目次
TOC\o"1-2"\h\z\uHYPERLINK\l"_Toc311059405"1总则PAGEREF_Toc311059405\h87
HYPERLINK\l"_Toc311059406"3基本规定PAGEREF_Toc311059406\h87
HYPERLINK\l"_Toc311059407"3.1设计原则PAGEREF_Toc311059407\h87
HYPERLINK\l"_Toc311059408"3.2勘察要求与环境调查PAGEREF_Toc311059408\h91
HYPERLINK\l"_Toc311059409"3.3支护结构选型PAGEREF_Toc311059409\h92
HYPERLINK\l"_Toc311059410"3.4水平荷载PAGEREF_Toc311059410\h93
HYPERLINK\l"_Toc311059411"4支挡式结构PAGEREF_Toc311059411\h94
HYPERLINK\l"_Toc311059412"4.1结构分析PAGEREF_Toc311059412\h94
HYPERLINK\l"_Toc311059413"4.2稳定性验算PAGEREF_Toc311059413\h95
HYPERLINK\l"_Toc311059414"4.3排桩设计PAGEREF_Toc311059414\h97
HYPERLINK\l"_Toc311059415"4.4排桩施工与检测PAGEREF_Toc311059415\h97
HYPERLINK\l"_Toc311059416"4.5地下连续墙设计PAGEREF_Toc311059416\h98
HYPERLINK\l"_Toc311059417"4.6地下连续墙施工与检测PAGEREF_Toc311059417\h99
HYPERLINK\l"_Toc311059418"4.7锚杆设计PAGEREF_Toc311059418\h100
HYPERLINK\l"_Toc311059419"4.8锚杆施工与检测PAGEREF_Toc311059419\h102
HYPERLINK\l"_Toc311059420"4.9内支撑结构设计PAGEREF_Toc311059420\h102
HYPERLINK\l"_Toc311059421"4.11支护结构与主体结构的结合及逆作法PAGEREF_Toc311059421\h104
HYPERLINK\l"_Toc311059422"4.12双排桩设计PAGEREF_Toc311059422\h105
HYPERLINK\l"_Toc311059423"5土钉墙PAGEREF_Toc311059423\h106
HYPERLINK\l"_Toc311059424"5.1稳定性验算PAGEREF_Toc311059424\h106
HYPERLINK\l"_Toc311059425"5.2土钉承载力计算PAGEREF_Toc311059425\h107
HYPERLINK\l"_Toc311059426"5.3构造PAGEREF_Toc311059426\h108
HYPERLINK\l"_Toc311059427"5.4施工与检测PAGEREF_Toc311059427\h108
HYPERLINK\l"_Toc311059428"6重力式水泥土墙PAGEREF_Toc311059428\h108
HYPERLINK\l"_Toc311059429"6.1稳定性与承载力验算PAGEREF_Toc311059429\h108
HYPERLINK\l"_Toc311059430"6.2构造PAGEREF_Toc311059430\h109
HYPERLINK\l"_Toc311059431"6.3施工与检测PAGEREF_Toc311059431\h109
HYPERLINK\l"_Toc311059432"7地下水控制PAGEREF_Toc311059432\h109
HYPERLINK\l"_Toc311059433"7.1一般规定PAGEREF_Toc311059433\h110
HYPERLINK\l"_Toc311059434"7.2截水PAGEREF_Toc311059434\h110
HYPER