边坡稳定性观测记录.doc

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1、检测日期XAX(mm)Y△Y(mm)ZAZ(mm)备注原始点4369020.13460277.1541330.20打木桩并测其坐标和高程作为原始参照2012」.1-1.154369020.130460276.15401330.200无位移20125-2.14369020.1273460276.15311330.191边坡变化在正常范围内2012.2.1-2.154369020.1261460276.15211330.172边坡变化在正常范围内2012.2.15-3.14369020.1251460276.15201330.170边坡变化在止常范围内2012

2、.3.1-3.154369020.1250460276.15201330.161边坡变化在正常范围内2012.3.15-4.14369020.1250460276.15111330.142边坡变化在正常范围内2012.4.1-4.154369020.1250460276.15011330.140边坡变化在正常范围内2012.5.1-5.154369020.1241460276.15011330.131边坡变化在正常范围内2012.6.1-6.15边坡变化在正常范围内边坡趋于稳定检测评定：稳定治理措施：加强维护检测日期XAX(mm)YAY(mm)ZAZ(mm

3、)备注原始点4369030.138460277.1741330.2打木桩并测其坐标和高程作为原始参昭八、、2012.1.1-1.154369030.1380460277.17401330.200无位移2012.1.15-2.14369030.1371460277.17311330.191边坡变化在正常范围内2012.2.1-2.154369030.1362460277.17221330.173边坡变化在正常范围内2012.2.15-3.14369030.1353460277.17221330.173边坡变化在正常范围内2012.3.1-3.15436903

4、0.1353460277.17221330.173边坡变化在正常范围内2012.3.15-4.14369030.1353460277.17221330.173边坡变化在正常范围内2012.4.1-4.154369030.1353460277.17221330.173边坡变化在正常范围内2012.4.1-4.154369030.1353460277.17221330.173边坡变化在正常范围内2012.5」・5.154369030.1353460277.17221330.173边坡变化在正常范围内2012.6.1-6.15检测评定：稳定治理措施：加强维护检测

5、日期XAX(mm)YAY(mm)ZAZ(mm)备注原始点4369121.656460277.0731323.63打木桩并测其坐标和高程作为原始参照2012」.1-1.154369121.6560460277.07301323.630无位移20125-2.14369121.6560460277.07301323.630无位移2012.2.1-2.154369121.6560460277.07301323.630无位移2012.2.15-3.14369121.6560460277.07301323.630无位移2012.3.1-3.154369121.6551

6、460277.07211323.612边坡变化在正常范围内2012.3.15-4.14369121.6551460277.07211323.612边坡变化在正常范围内2012.4.1-4.154369121.65514602力.07211323.612边坡变化在正常范围内2012.5.1-5.154369121.6551460277.07211323.612边坡变化在正常范围内2012.6.1-6.15边坡趋于稳定检测评定：稳定治理措施：加强维护检测日期XAX/、YAY/、ZAZ(mm)备注原始点4369218.677460272.5941318.84打木

7、桩并测其坐标和高程作为原始参昭八、、2012.1.1-1.154369218.6770460272.59401318.840无位移2012.1.15-2.14369218.6770460272.59401318.840无位移2012.2.1-2.154369218.6770460272.59401318.840无位移2012.2」5・3.14369218.6770460272.5940131&840无位移2012.3.1-3.154369218.6770460272.5940131&840无位移2012.3.15-4.14369218.6770460272

8、.59401318.840无位移2012.4.1-4.154369