土工擊實自動計算表格

1、試表01 山東省公路工程 素素土土 擊擊實實試試驗驗記記錄錄承包單位：S333線壽張至莘縣段改建工程第四合同項目部工程名稱：S333線壽張至莘縣段改建工程合同號：四監(jiān)理單位：山東省德州市交通工程監(jiān)理公司配 合 比：素土編 號：022樁號： K257+800筒號： 1#筒容積： 2177cm3擊錘重： 4.5 kg落距： 45cm層次： 5每層擊數(shù)： 27大于(5)mm顆粒含量： 0 %超尺寸顆粒吸水率： 0 %超尺寸顆粒毛體積相對密度： 0試 驗 次 數(shù)123456筒加濕土重（g）42984378441844554448筒 重（g）23942394239423942394濕土重（g）19041

2、984202420612054濕密度（g/cm3）1.9101.9902.0302.0672.060干密度（g/cm3）1.7051.7401.7491.7521.715盒 號718715720735734729703706713708盒+濕土重（g）175.04 175.07 174.34 171.47 170.39 172.78 170.32 172.89 171.56 173.28盒+干土重（g）159.89 160.03 156.75 154.32 151.53 153.74 149.83 151.63 148.76 150.03盒 重（g）34.8234.0134.7034.0433

3、.7535.2935.6433.7734.6135.03濕土重（g）140.22 141.06 139.64 137.43 136.64 137.49 134.68 139.12 136.95 138.25干土重（g）125.07 126.02 122.05 120.28 117.78 118.45 114.19 117.86 114.15 115.00水 重（g）15.1515.0417.5917.1518.8619.0420.4921.2622.8023.25素土土粒比重及塑指或無機結(jié)合料平行試驗平均值 Gs=2.61;Ip=11.8%=1.85g/cm3; =14.5% 含水量（%）12

4、.1111.9314.4114.2616.0116.0717.9418.0419.9720.22平均含水量（%）12.014.316.018.020.1最佳含水量 W=14.3%最大干密度=1.85g/cm3 試驗：復(fù)核：審核：監(jiān)理：2005年4月8日70134.3772134.9570933.6172935.29含含水水量量干干密密度度曲曲線線22 20 18 16 14 12 10 8 1.70 1.75 1.80 1.85 1.90 含水量(%)干密度(g/cm3)22 20 18 16 14 12 10 8 1.70 1.72 1.74 1.76 1.78 1.80 1.82 1.84

5、 1.86 含水量(%)干密度(g/cm3)70234.9772234.7371035.2973033.9370335.6472333.5471134.6973135.1270434.9772435.2371235.3873235.1970533.4972534.0571334.6173333.8570633.7772635.7971433.8273433.7570734.0772734.2471534.9973534.0470835.0372834.8371635.3973635.870933.6172935.2971734.5273735.6271035.2973033.9371834.8

6、273834.3471134.6973135.1271934.1673934.6171235.3873235.1972034.774034.9171334.6173333.8571433.8273433.7571534.9973534.0471635.3973635.871734.5273735.6271834.8273834.3471934.1673934.6172034.774034.91g/cm3Va=0 x=16.017.018.0y=#DIV/0!# #0 x=1.02.0y=# #y=x3+x2+x+常數(shù)0-0.005 0.14170.8988x=12.901313.113.213

7、.313.413.513.613.713.813.91414.114.214.314.414.5y=1.844761.8452 1.84554 1.84577 1.84589 1.84591 1.84583 1.84563 1.84533 1.84493 1.84442 1.8438 1.84308 1.84225 1.84131 1.84027 1.83913xmax=13.4032.03ymax=1.845921.8459114.614.714.814.91515.115.215.315.415.515.615.715.815.91616.116.216.316.416.516.61.83

8、787 1.83651 1.83505 1.83348 1.8318 1.83002 1.82813 1.82613 1.82403 1.82183 1.81951 1.81709 1.81457 1.81194 1.8092 1.80636 1.80341 1.80035 1.79719 1.79393 1.7905516.716.816.91717.117.217.317.417.517.617.717.817.91818.118.218.318.418.518.618.71.78707 1.78349 1.77981.7761.7721 1.76809 1.76397 1.75975 1.75543 1.75099 1.74645 1.74181 1.73706 1.7322 1.72724 1.72217 1.71699 1.71171 1.70633 1.70083 1.6952318.818.91919.119.219.319.419.519.619.719.819.92020.120.220.320.420.520.620.720.81.68953 1.68372 1.6778 1.67178 1.66565