基坑支护顶水平位移测量成果表VIP免费

xyxyxyD1516.476408.654D2526.281397.717D3531.776382.928D4537.025369.768D5543.359353.298D6536.964346.402D7520.508337.957D8504.766331.259D9497.355336.978D10490.274352.504D11485.228365.473D12477.092386.952D13469.295407.106D14479.199413.635D15492.298417.508D16466.781406.897D17473.403389.534D18481.825367.583D19488.553349.125D20493.488338.419报警值(mm)正常。2430测点编号初测坐标（m）上次坐标（m）本次坐标（m）本次偏移(mm)变化速率(mm/d)累计偏移(mm)工况基坑现进行支护结构施工及土方开挖。简要分析及判断性结论仪器编号： NTS-302R+ 测量日期：2013-07-03基坑支护顶水平位移测量成果表建设单位：佛山市南海区盈信房地产开发有限公司工程名称：盈信御海名筑基坑支护工程电白二建监测工程地点：佛山市南海区九江镇上西村 测量标准：GB50497-2009备注表中： 变化量“正数”表示向基坑内位移，“负数”表示向基坑外回弹；“-”表示未进行监测；以基坑壁长边为X轴建立任意平面直角坐标系。天 气 情 况： 晴 第 01 次测量 上次测量日期： -控制值(mm)xyxyxyD1516.476408.654516.475408.654516.476408.6540.0010.0000.001D2526.281397.717526.281397.717526.281397.7170.0000.0000.000D3531.776382.928531.776382.928531.766382.9380.0140.0070.014D4537.025369.768537.025369.768537.025369.7680.0000.0000.000D5543.359353.298543.359353.298543.359353.2980.0000.0000.000D6536.964346.402536.964346.402536.964346.4020.0000.0000.000D7520.508337.957520.508337.957520.518337.9470.0140.0070.014D8504.766331.259504.766331.259504.766331.2590.0000.0000.000D9497.355336.978497.355336.978497.356336.9790.0010.0010.001D10490.274352.504490.274352.504490.27352.5080.0060.0030.006D11485.228365.473485.228365.473485.228365.4730.0000.0000.000D12477.092386.952477.092386.952477.092386.9540.0020.0010.002D13469.295407.106469.295407.106469.295407.1060.0000.0000.000D14479.199413.635479.199413.635479.199413.6350.0000.0000.000D15492.298417.508492.298417.508492.299417.5070.0010.0010.001D16466.781406.897466.781406.897466.781406.8970.0000.0000.000D17473.403389.534473.403389.534473.403389.5350.0010.0010.001D18481.825367.583481.825367.583481.825367.5830.0000.0000.000D1948...