目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc395560091"1、工程概况PAGEREF_Toc395560091\h1HYPERLINK\l"_Toc395560092"1.1、概况PAGEREF_Toc395560092\h1HYPERLINK\l"_Toc395560093"1.2、基坑周围环境PAGEREF_Toc395560093\h1HYPERLINK\l"_Toc395560094"2、工程地质条件、水文地质条件PAGEREF_Toc395560094\h1HYPERLINK\l"_Toc395560095"2.1、工程地质条件PAGEREF_Toc395560095\h1HYPERLINK\l"_Toc395560096"2.2、水文气象条件PAGEREF_Toc395560096\h4HYPERLINK\l"_Toc395560097"3、排桩支护设计方案PAGEREF_Toc395560097\h5HYPERLINK\l"_Toc395560098"3.1、设计依据PAGEREF_Toc395560098\h5HYPERLINK\l"_Toc395560099"3.2、方案的选择PAGEREF_Toc395560099\h6HYPERLINK\l"_Toc395560100"3.3、基坑支护设计参数PAGEREF_Toc395560100\h6HYPERLINK\l"_Toc395560101"3.4、排桩施工方案PAGEREF_Toc395560101\h8HYPERLINK\l"_Toc395560102"3.5、施工工艺流程PAGEREF_Toc395560102\h8HYPERLINK\l"_Toc395560103"3.6、施工准备PAGEREF_Toc395560103\h8HYPERLINK\l"_Toc395560104"3.7、施工顺序PAGEREF_Toc395560104\h10HYPERLINK\l"_Toc395560105"3.8、锚杆施工PAGEREF_Toc395560105\h16HYPERLINK\l"_Toc395560106"3.8.1、锚杆施工准备PAGEREF_Toc395560106\h16HYPERLINK\l"_Toc395560107"3.8.2、锚杆施工流程PAGEREF_Toc395560107\h17HYPERLINK\l"_Toc395560108"3.8.3、锚杆施工顺序PAGEREF_Toc395560108\h17HYPERLINK\l"_Toc395560109"3.8.4施工要点PAGEREF_Toc395560109\h19HYPERLINK\l"_Toc395560110"3.8.5、喷锚支护工程质量检验PAGEREF_Toc395560110\h20HYPERLINK\l"_Toc395560111"3.8.5.1、基坑支护结构的原材料质量检验PAGEREF_Toc395560111\h20HYPERLINK\l"_Toc395560112"3.8.5.2、锚杆质量检验PAGEREF_Toc395560112\h20HYPERLINK\l"_Toc395560113"3.8.5.3、喷射混凝土厚度和强度检验PAGEREF_Toc395560113\h20HYPERLINK\l"_Toc395560114"3.8.6、施工工艺流程PAGEREF_Toc395560114\h20HYPERLINK\l"_Toc395560115"3.8.7、质量技术要求PAGEREF_Toc395560115\h21HYPERLINK\l"_Toc395560116"3.9、桩间支护PAGEREF_Toc395560116\h22HYPERLINK\l"_Toc395560117"3.10、施工组织PAGEREF_Toc395560117\h22HYPERLINK\l"_Toc395560118"4、基坑监测方案PAGEREF_Toc395560118\h24HYPERLINK\l"_Toc395560119"4.1、人员安排PAGEREF_Toc395560119