技术方案XXXXXX设计有限公司二○一一年八月项目基坑工程监测方案编写：审核：批准：XXXXXXX勘察设计有限公司2011年08月地址：电话：邮政编码：网址：目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc301793140"1监测技术方案PAGEREF_Toc301793140\h4HYPERLINK\l"_Toc301793141"1.1工程概况PAGEREF_Toc301793141\h4HYPERLINK\l"_Toc301793142"1.2周边环境概况PAGEREF_Toc301793142\h4HYPERLINK\l"_Toc301793143"1.3监测目的PAGEREF_Toc301793143\h5HYPERLINK\l"_Toc301793144"1.4监测技术方案编制依据与原则PAGEREF_Toc301793144\h6HYPERLINK\l"_Toc301793145"1.4.1监测技术方案编制依据PAGEREF_Toc301793145\h6HYPERLINK\l"_Toc301793146"1.4.2监测技术方案编制的原则PAGEREF_Toc301793146\h6HYPERLINK\l"_Toc301793147"1.5监测范围及内容PAGEREF_Toc301793147\h8HYPERLINK\l"_Toc301793148"1.6.监测方法、数据处理及测点的埋设PAGEREF_Toc301793148\h9HYPERLINK\l"_Toc301793149"1.6.1监测控制网的布设PAGEREF_Toc301793149\h9HYPERLINK\l"_Toc301793150"1.6.2围护墙顶沉降监测PAGEREF_Toc301793150\h9HYPERLINK\l"_Toc301793151"1.6.3围护墙顶水平位移监测PAGEREF_Toc301793151\h12HYPERLINK\l"_Toc301793152"1.6.4围护墙深层水平位移监测PAGEREF_Toc301793152\h15HYPERLINK\l"_Toc301793153"1.6.5支撑轴力监测PAGEREF_Toc301793153\h18HYPERLINK\l"_Toc301793154"1.6.6立柱沉降监测PAGEREF_Toc301793154\h21HYPERLINK\l"_Toc301793155"地下水位监测PAGEREF_Toc301793155\h21HYPERLINK\l"_Toc301793156"边建筑物沉降、裂缝、倾斜监测PAGEREF_Toc301793156\h23HYPERLINK\l"_Toc301793157"周边管线水平、垂直位移监测PAGEREF_Toc301793157\h24HYPERLINK\l"_Toc301793158"巡视PAGEREF_Toc301793158\h25HYPERLINK\l"_Toc301793159"监测技术要求PAGEREF_Toc301793159\h26HYPERLINK\l"_Toc301793160"1.7.1技术要求PAGEREF_Toc301793160\h26HYPERLINK\l"_Toc301793161"1.7.2监测精度PAGEREF_Toc301793161\h26HYPERLINK\l"_Toc301793162"1.7.3监测频率PAGEREF_Toc301793162\h27HYPERLINK\l"_Toc301793163"1.7.4监测参考报警值PAGEREF_Toc301793163\h27HYPERLINK\l"_Toc301793164"2监测仪器设备及人员组织PAGEREF_Toc301793164\h29HYPERLINK\l"_Toc301793165"3监测质量保证措施PAGEREF_Toc301793165\h31HYPERLINK\l"_Toc301793166"3.1质量目标PAGEREF_Toc301793166\h31HYPERLINK\l"_Toc301793167"3.2质量保证体系PAGEREF_Toc301793167\h31HY