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1、巖土工程監(jiān)測規(guī)范ys5229-1996 篇一：基坑監(jiān)測方案 XXX基坑變形監(jiān)測設(shè)計方案 目錄 一、工程概況..................................................................................................................................................3二、監(jiān)測目的.....................................................
2、.............................................................................................3三、監(jiān)測方案編制依據(jù)..................................................................................................................................3四、監(jiān)測項目......................
3、............................................................................................................................3五、監(jiān)測精度及報警值................................................................................................................................
4、..3（一）、監(jiān)測精度要求................................................................................................................................4（二）、監(jiān)測點技術(shù)要求..............................................................................................................
5、..............4（三）、監(jiān)測項目警戒值............................................................................................................................4六、監(jiān)測頻率..........................................................................................................
6、........................................4七、監(jiān)測實施方法..........................................................................................................................................5（一）、沉降監(jiān)測實施方法...............................................................
7、.........................................................5（二）、水平位移監(jiān)測實施方法................................................................................................................5（三）、結(jié)構(gòu)及土體側(cè)向位移監(jiān)測實施方法...........................................................
8、.................................8八、儀器設(shè)備.......................................................................................................................
