基坑水平监测日报表

基坑水平位移、竖向位移监测日报表工程名称：中原桃花岛一期基坑支护工程 报表编号：SS1 天气：晴 日期：2014年11月20日 第4次 共 1 页 第 1 页水平位移量/mm点号上次测试值本次测试单次变化累计变化变化速率(mm)值(mm)(mm)量(mm)(m/d)-0.12-0.14-0.27-0.10-0.46-0.56-0.07-0.04-0.600.15-0.230.020.16-0.24-0.22-0.560.43-0.30-0.070.760.19-0.540.15-0.210.070.49-0.12-0.08-0.290.530.160.490.830.230.060.000.020.050.33-0.24-0.22-0.560.43-0.30-0.070.760.19-0.540.15-0.210.070.49-0.03-0.02-0.070.130.040.120.210.060.010.000.000.010.08备注上次测试本次测试值（m）值(m)9.349479.26919.183279.06019.122269.111238.5412189.070559.505549.486839.539989.612619.499169.34959.26919.183089.060229.122339.111978.541259.070619.505439.486839.53979.612669.49981竖向位移量/mm单次变化(mm)-0.030.000.19-0.12-0.07-0.74-0.03-0.060.110.000.28-0.05-0.65累计变化量变化速率(mm)(mm/d)-0.27-0.140.000.000.17-0.180.000.02-0.210.000.000.00-0.24-0.010.000.05-0.03-0.02-0.19-0.01-0.020.030.000.07-0.01-0.16备注PD1PD2PD3PD4PD5PD6PD7PD8PD9PD10PD11PD12PD13PD14PD15PD16PD17PD18PD19PD20PD21PD22PD23PD24PD25PD26PD27PD28PD29PD30PD31PD32PD33-0.140.32-0.480.24-0.35-0.56-0.050.35-0.690.000.05-0.08-0.070.00-0.200.11-0.23-0.340.15-0.21-0.110.45-0.660.310.35-0.36-0.270.23-0.130.440.05-0.08-0.10-0.15-0.030.10-0.10-0.140.150.390.030.13-0.180.070.700.20-0.22-0.120.560.440.000.00-0.03-0.150.17-0.010.130.200.000.60-0.110.45-0.660.310.35-0.36-0.270.23-0.130.440.05-0.08-0.10-0.15-0.030.10-0.10-0.140.150.390.010.03-0.040.020.180.05-0.06-0.030.140.110.000.00-0.01-0.040.040.000.030.050.000.159.361279.204669.5728999.66919.561519.495199.477649.420239.539679.687639.591888.609029.677798.077288.066438.176679.29719.558049.524119.522979.361419.204849.572829.669189.561499.494919.477449.420789.539599.687679.592168.609129.677788.077258.066518.176799.296449.558019.524119.52321-0.14-0.180.08-0.080.020.280.20-0.550.08-0.04-0.28-0.100.010.03-0.08-0.120.660.030.00-0.24-0.110.000.110.280.020.140.00-0.160.00-0.02-0.150.00-0.140.08-0.140.000.500.220.00-0.11-0.04-0.050.02-0.020.000.070.05-0.140.02-0.01-0.07-0.020.000.01-0.02-0.030.170.010.00-0.06PD34PD35PD36PD370.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0010.0490310.0822910.0916510.0951910.0489910.0821310.0918510.095050.040.16-0.200.140.110.300.000.210.010.04-0.050.041.水平位移负值为向坑内移动，竖向位移正值为下沉；反之运动方向相反。说明2.单次变化值为计算结果，包含测量误差。计算方法为本次测试值与上一测试日数据之差。数据分析：数据显示支护结构护坡稳定3.本次数据显示基坑周边水平位移、竖向位移正常。工况基坑土方开挖已完成，护坡北侧施工完成。计算： 检查： 监测单位：江苏科信岩土工程勘察有限公司