《灌砂法、环刀法压实度随机自动计算表格.xls》由会员分享，可在线阅读，更多相关《灌砂法、环刀法压实度随机自动计算表格.xls（6页珍藏版）》请在taowenge.com淘文阁网|工程机械CAD图纸|机械工程制图|CAD装配图下载|SolidWorks_CaTia_CAD_UG_PROE_设计图分享下载上搜索。
1、压压实实度度试试验验（灌灌砂砂法法）样品编号：试验日期： 路段桩号结构层名称最大干密度(g/cm3)2.440桩号标准砂 密度放基板筒+砂质量筒+剩余 砂质量土样 质量湿 密度含水量测定 干密度 压实度筒+砂质量筒+剩余 砂质量盒 质量盒+湿土盒+干土 含水量0k+0001.411500013354200001223998442.2794710791103045.22.1688.4 0k+0001.411500013359200001235795772.2590710484100115.22.1487.7 0k+0001.411500013311200001314085082.32841934
2、989285.22.2190.4 0k+0001.411500013354200001296885182.23958947690515.32.1286.8 0k+0001.411500013395200001458559132.19912682565794.32.1086.0 0k+0001.411500013410200001477560292.346029# #DIV/0! # 0k+0001.411500013384200001483957252.285725# #DIV/0! # 0k+0001.411500013405200001378671592.197159# #DIV/0! #
3、 0k+0001.411500013416200001473056862.185686# #DIV/0! # 0k+0001.411500013384200001431859982.085998# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.4115000
4、2000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! #备注试验：复核：压压实实度度试试验验（灌灌砂砂法法）样品编号：试验日期：路段桩号结构层名称综合毛体积密度(g/cm3)2.440桩号标准砂 密度放基板 筒+砂质量筒+剩 余 砂质量土样 质量湿 密度含水量测定干密度压实度筒+砂质量筒+剩 余 砂质量盒 质量盒+湿土盒+干土 含水量
5、0k+0001.411500013334200001207296812.1892810609101924.52.0985.7 0k+0001.411500013313200001224695952.2386610461100045.02.1286.9 0k+0001.411500013261200001258888922.21931982395063.72.1387.3 0k+0001.411500013278200001253492882.289441023298324.52.1889.3 0k+0001.411500013290200001273485122.16841935390333.
6、92.0885.2 0k+0001.411500013305200001244194412.278961033799304.52.1788.9 0k+0001.411500013301200001284085592.21933949291084.72.1186.5 0k+0001.411500013320200001305883972.25960935790194.22.1688.5 0k+0001.411500013349200001321781892.25821901086205.02.1487.7 0k+0001.411500013297200001209895852.189071049
7、2100624.72.0885.2 0k+0001.411500013344200001306481632.18885904887493.82.1086.1 0k+0001.411500013294200001264388982.22958985695064.12.1387.3 0k+0001.411500013308200001283986102.22912952291514.52.1286.9 0k+0001.411500013258200001207196972.2194710644101914.92.1186.5 0k+0001.411500013316200001217395852.
8、2092210507100944.52.1186.5 0k+0001.411500013347200001296284782.22924940290214.72.1286.9 0k+0001.411500013310200001241294962.2789010386100034.22.1889.3 0k+0001.411500013272200001242293762.268161019298753.52.1889.3备注试验：复核：压压实实度度试试验验（灌灌砂砂法法）样品编号：试验日期：路段桩号结构层名称最大干密度(g/cm3)2.253桩号标准砂 密度放基板 筒+砂质量筒+剩 余 砂质量
9、土样 质量湿 密度含水量测定干密度压实度筒+砂质量筒+剩 余 砂质量盒 质量盒+湿土盒+干土 含水量0k+0001.411500013356200001332684542.37907936187647.62.2097.6 0k+0001.411500013373200001365979232.37896881982667.52.2097.6 0k+0001.411500013379200001306290132.39912992592887.62.2298.5 0k+0001.411500013353200001304888792.36841972091167.32.2097.6 0k+000
10、1.411500013398200001317888482.39924977291397.72.2298.5 0k+0001.411500013385200001363678822.34947882983137.02.1997.2 0k+0001.411500013400200001353681412.36933907485207.32.2097.6 0k+0001.411500013393200001291190592.339581001794566.62.1997.2 0k+0001.411500013418200001314687122.33821953389946.62.1997.2
11、0k+0001.411500013378200001352980822.35944902685046.92.2097.6 0k+0001.411500013417200001325986332.36931956489997.02.2198.1 0k+0001.411500013419200001289193702.398661023695667.72.2298.5 0k+0001.411500013375200001321785962.35928952489327.42.1997.2 0k+0001.411500013373200001294491252.379221004794027.62.
12、2097.6 0k+0001.411500013416200001282993522.368161016894997.72.1997.2 0k+0001.411500013387200001297890532.36885993893467.02.2198.1 0k+0001.411500013387200001372178762.38890876682786.62.2399.0 0k+0001.411500013367200001298190152.36960997593387.62.1997.2备注试验：复核：压压实实度度试试验验（环环刀刀法法）更多资料请点击环 刀 号环刀 （袋） 质量 （
13、g）环刀（ 袋）+ 土质量 （g）湿土 质量 （g）湿密度（g/cm3）含水量测定 干密度 （g/cm3）干密度 平均值（g/cm3 ）最大 干密 度（ g/cm3 ）压实 度 (%)盒 号盒质量 （g）盒+湿土 质量 （g)盒+干土 质量 （g)含水量 （%)平均 含水 量 （% ）175.0580.6405.62.001336.9680.9374.1618.218.41.691.691.7994.494.41636.2594.8885.6918.6177.5578.3400.82.002036.8186.2078.5418.418.31.6994.4336.4898.5789.0218.2
14、176.8560.5383.71.902436.5178.3672.6715.715.71.641.6692.791.61836.5178.3672.6715.7175.0584.4409.42.00736.5172.0766.3519.219.21.6893.91036.5172.0766.3519.2161.9560.1398.22.002736.4888.2579.4220.620.61.661.6793.392.7936.4888.2579.4220.6175.5569.9394.42.00136.4996.3086.5619.519.51.6793.3636.4996.3086.56
15、19.5177.6569.3391.72.002636.4999.5789.3419.419.41.681.6994.493.91736.4999.5789.3419.4175.8569.7393.92.002636.5273.0867.4318.318.31.6994.41736.5273.0867.4318.3174.2563.8389.61.90436.5194.3686.4715.815.81.641.6592.291.61536.5194.3686.4715.8177.0563.4386.41.90636.5283.7177.6714.714.71.6692.71936.5283.7
16、177.6714.7压压实实度度试试验验（环环刀刀法法）环 刀 号环刀 （袋） 质量 （g）环刀 容积 (cm3)环刀（ 袋）+ 土质量 （g）湿土 质量 （g）湿密度（g/cm3 ）含水量测定 干密度 （g/cm3）干密度 平均值（g/cm3 ）最大 干密度 （g/cm3 ）压实度 (%)盒 号盒质量 （g）盒+湿 土质量 （g)盒+干 土质量 （g)水质量干土质 量含水量 （%)平均 含水量 （%）1175.3200540.6365.31.83936.44 91.2482.658.5946.2118.6 18.61.541.541.7986.0636.72 95.8786.649.2349
17、.9218.5177.4200546.4369.01.851736.61 89.9881.208.7844.5919.7 19.81.54 1036.89 89.3880.678.7143.7819.92178.7200542.0363.31.821736.49 93.0583.829.2347.3319.5 19.51.521.5385.51036.72 87.5479.258.2942.5319.5176.0200539.4363.41.82336.89 87.8080.037.7743.1418.0 18.01.54 1936.88 87.6879.897.7943.0118.13176
18、.7200562.2385.51.93236.48 89.0779.599.4843.1122.0 22.01.581.5888.31536.29 95.2184.5910.6248.3022.0177.0200565.0388.01.941336.25 89.7480.139.6143.8821.9 22.01.59 436.24 90.4680.659.8144.4122.14175.0200559.1384.11.92736.23 89.6080.459.1544.2220.7 20.81.591.6189.91236.68 86.9378.288.6541.6020.8175.9200569.7393.81.971836.34 87.3178.538.7842.1920.8 20.81.63 2036.64 97.0686.7010.3650.0620.75176.5200546.1369.61.85836.63 90.5281.209.3244.5720.9 20.81.531.5385.5536.45 86.6778.028.6541.5720.8177.3200545.4368.11.841436.73 85.7777.538.2440.8020.2 20.31.53 1136.60 87.0078.468.5441.8620.4