承载板法测回弹模量1

1、绵绵阳阳至至三三台台快快速速通通道道建建设设项项目目承承载载板板测测定定报报告告委托单位：绵阳至三台中心试验室试验编号：ST-201000036J-008监理单位：重庆联盛（L1合同段）依据标准：JTG E42-2005工程项目：绵阳至三台快速通道建设工程仪器（设备）名称：承载板试验日期：2010.4.20仪器（设备）编号：SY-JC-026试样名称：补强调平层(K306+932)报告日期：2010.4.20 第1页共1页土基含水率（%）/土基压实度(%)/土的泊松比(u0）0.25土基密度（g/cm3)/试验方法T0943-2008P-L曲线图加载千斤顶读数荷载承载板压力总变形回弹变形分级影

2、响量计算回弹变形Ei（Mpa）级数p(KN)p(Mpa)（0.01mm）（0.01mm）（0.01mm）（0.01mm）10.61.410.027101441.821.62.830.0440213441.832.64.240.0641213662.743.75.650.087516353.454.77.070.1013516441.866.79.900.147628515.478.712.720.188628662.7810.715.550.22138311607.5912.818.380.26179413638.11014.821.210.301911415602.41116.824.030

3、.341911516682.81218.826.860.383312517699.51320.829.630.422613619713.71422.932.500.462213619781.61524.935.320.502116723690.31626.938.150.542317724701.71728.940.980.582417825753.61830.943.800.622319928720.81933.046.630.662320929728.92035.069.460.7027201030773.12137.052.280.7427211031778.42239.055.140.

4、7827211132820.52341.157.960.8228211132862.52443.160.790.8628241236791.5总影响量a（0.01mm） 16回弹模量(Mpa)721.6备注加劲小梁距后轴距离为0.9米，测试车前后轴距为3.3米，承载板直径为0.3米，测试车后轴重103880N，取走千斤顶读数950.704，开走10米后为834.724，总影响量为48 试验： 审核： 批准：10.90.80.70.60.50.40.30.20.10252423222120191817161514131211109876543210荷载压强（Mpa）回弹变形（0.01m m）绵绵

5、阳阳至至三三台台快快速速通通道道建建设设项项目目承承载载板板测测定定报报告告委托单位：绵阳至三台中心试验室试验编号：ST-201000036J-008监理单位：重庆联盛（L1合同段）依据标准：JTG E42-2005工程项目：绵阳至三台快速通道建设工程仪器（设备）名称：承载板试验日期：2010.4.17仪器（设备）编号：SY-JC-026试样名称：补强调平层(K311+975 ）报告日期：2010.4.18 第1页共1页土基含水率（%）/土基压实度(%)/土的泊松比(u0）0.25土基密度（g/cm3)/试验方法T0943-2008P-L曲线图加载 千斤顶 荷载承载板压 总变形回弹变形 分级影

6、响量Ei（Mpa）级数读数 p(KN)力p(Mpa) （0.01mm） （0.01mm）（0.01mm）10.61.410.024126.700.16228.421.62.830.043926.350.32217.332.64.240.065937.620.48184.443.75.650.085545.900.63212.454.77.070.108150.170.79211.366.79.900.1410763.721.11225.278.712.720.1812576.271.43248.2810.715.550.2213390.821.74239.7912.818.380.261341

7、07.372.06254.51014.821.210.30148114.922.38256.51116.824.030.34422126.472.70241.61218.826.860.38449137.023.01259.21320.829.630.42476155.563.33260.21422.932.500.46504163.113.65254.51524.935.320.50529179.663.96234.31626.938.150.54554191.214.28246.21728.940.980.58579193.804.60252.51830.943.800.62600208.

8、314.92263.21933.046.630.66625215.865.23268.42035.069.460.70649229.415.55278.02137.052.280.74156232.605.87282.32239.055.140.78253245.516.18281.62341.157.960.82267249.056.50289.92443.160.790.86270259.606.82302.5总影响量a（0.01mm） 16回弹模量63.4备注加劲小梁距后轴距离为0.9米，测试车前后轴距为3.3米，承载板直径为0.3米，测试车后轴重103880N，取走千斤顶读数950.7

9、04，开走10米后为834.724，总影响量为48 试验： 审核： 批准：绵绵阳阳市市游游仙仙区区五五里里堆堆路路24号号联联系系电电话话MYDY-ZL-024-2007MYDY-ZL-024-2007绵绵阳阳至至三三台台快快速速通通道道建建设设项项目目承承载载板板测测定定报报告告委托单位：绵阳至三台中心试验室试验编号：MSL1/2010J8-001监理单位：重庆联盛（L1合同段）依据标准：JTG E42-2005工程项目：绵阳至三台快速通道建设工程仪器（设备）名称：承载板试验日期：2010.4.17仪器（设备）编号：SY-JC-026试样名称：补强调平层(K311

10、+630 ）报告日期：2010.4.18 第1页共1页土基含水率（%）/土基压实度(%)/土的泊松比(u0）0.25土基密度（g/cm3)/试验方法T0943-2008P-L曲线图加载 千斤顶 荷载承载板压 总变形回弹变形 分级影响量Ei（Mpa）级数读数 p(KN)力p(Mpa) （0.01mm） （0.01mm）（0.01mm）10.61.410.0262.000.16228.421.62.830.0465.000.32217.332.64.240.061210.000.48184.443.75.650.081818.000.63212.454.77.070.102820.000.7921

11、1.366.79.900.145427.001.11225.278.712.720.185933.001.43248.2810.715.550.226645.001.74239.7912.818.380.267151.002.06254.51014.821.210.308054.002.38256.51116.824.030.3442257.002.70241.61218.826.860.3844971.003.01259.21320.829.630.4247671.003.33260.21422.932.500.4650478.003.65254.51524.935.320.5052991.003.96234.31626.938.150.5455492.004.28246.21728.940.980.58579100.004.60252.51830.943.800.62600109.004.92263.21933.046.630.66625123.005.23268.42035.069.460.70649109.005.55278.02137.052.280.74126105.005.8728