土工击实公式(自动计算F9你懂的)

1、45.236312193.6244.566414199.3144.285563193.78盒号盒质量44.155488193.39145.2343.695525195.26244.5644.285464190.71344.2844.025461189.63444.1541.325529193.34543.6942.025592196.22644.2841.325556190.87744.0242.655482841.3243.53942.0248.301041.3243.221142.6542.361243.5342.561348.3045.251443.2244.681542.3647.25

2、1642.5642.651745.2545.251844.6842.561947.2542.472042.6542.682145.2542.652242.5640.252342.4741.252442.6842.562542.6542.6243.1846.3541.2542.3642.8945.2645.2142.9044.2041.3641.8541.3645.3642.5845.3642.5942.3641.6843.6543.5242.83221.30230.17210.30230.47215.30223.00220.62230.44220.60221.30230.25220.12230

3、.88210.92220.41220.64220.53230.73230.97230.08240.50220.19210.30260.90200.41233.60223.30226.30212.30230.70231.60224.30226.80224.40223.00230.10231.00210.60213.50226.30210.50222.50226.60223.80224.90220.70220.70224.30223.20222.20盒 号盒号盒质量盒号盒质量盒号盒质量2640.2551221.376233.62741.2552230.277223.32842.5653210.37

4、8226.32942.6254230.579212.33043.1855215.380230.73146.3556223.081231.63241.2557220.682224.33342.3658230.483226.83442.8959220.684224.43545.2660221.385223.03645.2161230.386230.13742.9062220.187231.03844.2063230.988210.63941.3664210.989213.54041.8565220.490226.34141.3666220.691210.54245.3667220.592222.5

5、4342.5868230.793226.64445.3669231.094223.84542.5970230.195224.94642.3671240.596220.74741.6872220.297220.74843.6573210.398224.34943.5274260.999223.25042.8375200.4100222.230击击实实试试验验报报告告承 包 人： 中铁局集团第四工程有限公司合 同 段：监理单位：本表编号：工程名称路基工程施工路段k10+630k10+720试验单位PB11标工地试验室取样地点k10+652试样名称细粒土试验规程JTG E40-2007试样描述红褐色

6、用 途路基填筑试验负责人击实方法重型II2每层击数:98筒容积:2177cm3 超尺寸颗粒含量: 0%预加含水量 (%)13579筒 号12121筒+湿土质量(g)73698203875183517453筒质量 (g)43894389438943894389湿土质量 (g)29803814436239623064湿密度 (g/cm3)2.052.222.311.821.41盒 号5201516182125302627盒+湿土质量(g)665.51203.81268.41305.51299.91340.81314.21370.61378.61433.0盒+干土质量(g)631.51150.611

7、65.11192.81152.61190.71144.51197.51181.21227.7盒质量 (g)43.742.742.442.644.745.342.743.240.341.3水份质量 (g)34.153.2103.3112.7147.4150.1169.7173.1197.4205.3干土质量 (g)587.81107.91122.71150.31107.91145.51101.81154.31141.01186.4含水率 (%)5.804.809.209.8013.3013.1015.4015.0017.3017.30平均含水率(%)5.309.5013.2015.2017.30

8、干密度(g/cm3)1.301.601.771.581.20最大干密度(g/cm3)2.18最佳含水率(%)5.72.182.18005.75.7备 注： 试验: 复核: 监理工程师: 日期:击实曲线20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 1.00 1.05 1.10 1.15 1.20 1.25 1.30 1.35 1.40 1.45 1.50 1.55 1.60 1.65 1.70 1.75 1.80 1.85 1.90 含水量(%)干密度(g/cm3)30S103击击实实试试验验报报告告承 包 人：合 同 段：PB11监理

9、单位：本表编号：PB11-JS-A-0018工程名称路基工程施工路段k10+630k10+720试验单位PB11标工地试验室取样地点k10+652试样名称细粒土试验规程JTG E40-2007试样描述红褐色用 途路基填筑试验负责人击实方法重型II2每层击数:98筒容积:2177cm3 超尺寸颗粒含量: 0% 预加含水量 (%)13579筒 号12121筒+湿土质量(g)89019244945394769327筒质量 (g)43894389438943894389湿土质量 (g)45124855506450874938湿密度 (g/cm3)2.072.232.332.342.27盒 号85122

10、7154312321910盒+湿土质量(g)1196.02 1237.58 1264.92 1275.37 1305.99 1323.00 1277.56 1257.10 1298.94 1303.10盒+干土质量(g)1171.16 1214.17 1212.32 1217.72 1218.92 1239.23 1168.44 1159.79 1175.92 1172.96盒质量 (g)41.3243.6943.5341.2542.3642.5843.5341.2547.2541.32水份质量 (g)24.8623.4152.6057.6587.0783.77109.1297.31123.0

11、2130.14干土质量 (g)1129.81170.51168.81176.51176.61196.71124.91118.51128.71131.6含水率 (%)2.22.04.54.97.47.09.78.710.911.5平均含水率(%)2.14.77.29.211.2干密度(g/cm3)2.032.132.172.142.04最大干密度(g/cm3)2.10最佳含水率(%)0.00.02.12.1000.00备 注： 试验: 复核: 监理工程师: 日期:击实曲线12 11 10 9 8 7 6 5 4 3 2 1 0 1.90 1.92 1.94 1.96 1.98 2.00 2.02 2.04 2.06 2.08 2.10 2.12 2.14 2.16 2.18 2.20 含水量(%)干密度(g/cm3)土土工工击击实实公公式式( (自自动动计计算算F9F9你你懂懂的的).xls).xls 兼兼容容性性报报表表运运行行环环境境: : 2016-5-3201