土工试验（反算）.xlsx

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1、土土 壤壤 试试 验验 分分 析析 报报 告告编号：C32 J02- 0039施工单位中铁六局呼铁局建设有限公司合 同 号02监理单位内蒙古广誉建设监理有限责任公司试样名称土试验规程JTJ 051-93试样来源K3+600挖方段试验日期2007.11.1试 验 人审 核 人筛 分筛孔尺寸（mm）累计筛余（）筛孔尺寸（mm）累计筛余（）20.06012.4400.521.9200.2541.5100.07472.855mm颗粒含量0%预加含水量 (%)7.09.011.013.015.0筒 号筒+湿土质量 (g)83268531872287598731筒质量 (g)415541554155415

2、54155湿土质量 (g)41714376456746044576湿 密 度 (g/cm3)1.922.012.102.112.10盒 号6292581316162317盒+湿土质量 (g)55.6656.8051.7856.4158.4058.2167.3366.5859.3662.79盒+干土质量 (g)52.6954.1748.7253.4454.4754.0461.6961.0353.7257.14盒 质 量 (g)16.2017.3017.0019.9018.4016.5020.5020.5016.8021.10水 份 质 量 (g)2.972.633.062.973.934.175

3、.645.555.645.65干 土 质 量 (g)36.4936.8731.7233.5436.0737.5441.1940.5336.9236.04含 水 量 (%)8.17.19.68.810.911.113.713.715.315.7平均含水量 （%）7.69.211.013.715.5干 密 度 (g/cm3)1.781.841.891.861.82最大干密度(g/cm3)1.89最佳含水量(%)11.0击 实 曲 线 图结 论负责人： 日期：监理工程师： 日期：1.89 含水量与干密度的关系曲线18.0 16.0 14.0 12.0 10.0 8.0 6.0 4.0 2.0 0.0

4、 1.720 1.740 1.760 1.780 1.800 1.820 1.840 1.860 1.880 1.900 含水量w,%干密度土土的的界界限限含含水水量量试试验验 ( (液液塑塑限限联联合合测测定定) )编号:C-4-J02- 0039施 工 单 位中铁六局呼铁局建设有限 公司合 同 号02监 理 单 位内蒙古广誉建设监理有限责任公司样 品 名 称土试 验 规 程JTJ 051-93样 品 来 源K3+600挖方段试 验 日 期2007.11.1试 验 人审 核 人123入土 深度 (mm)h14.710.120.2h24.910.319.81/2（h1+h2）4.810.220

5、.0含水量(%)盒 号17161391819盒+湿土质量(g)43.1244.2334.7738.4135.4744.32盒+干土质量(g)40.1540.9231.5534.4331.6639.83盒 质 量(g)21.1020.5017.0016.6018.2023.50水分质量(g)2.973.313.223.983.814.49干土质量(g)19.0520.4214.5517.8313.4616.33液限W1=28.3含 水 量(%)15.616.222.122.328.327.5塑限W2=19.0平均含水量(%)15.922.227.9塑性指数IP=9.3结 论负责人: 日期:监理工

6、程师: 日期:试验项目试验次数100.0 10.0 1.0 1.0 10.0 100.0 含含水水量量% %深深度度m mm m颗颗粒粒分分析析试试验验记记录录（筛筛分分法法）编号：C31 J02- 0039施工单位中铁六局呼铁局建设有限公司合 同 号02监理单位内蒙古广誉建设监理有限责任公司试样名称土试验规程JTJ 051-93试样来源K3+600挖方段试验日期2007.11.1试 验 人审 核 人筛前总土质量=1000g小于2mm土取试样质量=500g小于2mm土质量=1000g小于2mm土占试样总质量的100%粗筛分析细筛分析筛孔尺寸 （mm）累积留筛 土质量（g ）通过该通过该筛孔尺寸

7、 （mm）累积留筛 土质量（g ）通过该孔 径的土质 量（g）通过该 占总土质 量百分比 （%）孔径的孔土质孔径土土质量量百分质量百 （g）比（%）分比（%）60100010020.0500.0100.0100.0401000100114.0486.097.297.22010001000.563.0437.087.487.41010001000.2595.4404.680.980.9510001000.074353.5146.529.329.3210001000.074497.5000结论负责人： 日期：监理工程师： 日期：604020105210.50.250.0740.0740102030

8、405060708090100筛筛孔孔 m mm m累累计计筛筛余余百百分分率率 % %累计曲线自自由由膨膨胀胀率率试试验验记记录录编号: C-3-1- - -施工单位中铁六局呼铁局建设有限公司合 同 号=报告!E3监理单位内蒙古广誉建设监理有限责任公司样品名称土试 验 规 程JTJJTJ 051-93051-93样品来源K3+600挖方段试 验 日 期2007.11.1试 验 人审 核 人土样 编号干土质量 (g)量筒 编号不同时间(h)体积读数(cm3)自由膨胀率(%)246810Fs平均值19.04111.711.711.711.711.717 16 9.07211.511.511.51

9、1.511.515234结 论负责人： 日期:监理工程师： 日期:压压实实度度检检测测记记录录表表（环环刀刀法法）施工单位：中铁六局呼铁局建设有限公司合 同 号： 请请勿勿修修改改监理单位：内蒙古广誉建设监理有限责任公司 土场位置：距路基顶面：最大干容重(g/cm3)：2检测范围：最佳含水量（%）：检查日期：试验规程： JTJ 051-93 请请勿勿修修改改编号：C-2-1-请请勿勿修修改改环刀号21014环刀容积（cm3）199.38198.16201.64环刀重量（g）144175179请请勿勿修修改改土+环刀重（g）515543553土重（g）371368373湿容重（g/cm3）1.8

10、61.861.85请请勿勿修修改改盒 号30275111729盒+湿土重（g）68.4467.5466.3163.1768.5760.21盒+干土重（g）68.5467.3466.2663.3168.6160.09请请勿勿修修改改水重（g）-0.100.200.05-0.14-0.050.13盒重（g）17.416.41616.721.117.3干土重（g）51.1450.9450.2646.6147.5142.79请请勿勿修修改改含水量（%）-0.20.40.1-0.3-0.10.3平均含水量（%）0.1-0.10.1干容重（g/cm3）1.861.861.85请请勿勿修修改改压实度（%）9

11、2.993.092.5结论负责人： 日期：监理工程师： 日期：请请勿勿修修改改试验： 记录（计算）： 复核： 桩号层位置项目请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改环刀号容积质量 1198.77170.202199.38144.402199.38144.4010198.16175.003199.21167.5014201.64179.204197.80190.1016202.39166.205198.41171.8026200.28167.206202.14171.8026200.28167.207197.05171.902199.38144.408199.82174.

12、0022201.90171.709198.75227.7020205.02168.5010198.16175.0013204.32169.9011199.22168.501198.77170.2012206.39168.5024204.69172.9013204.32169.9021204.58169.1014201.64179.2024204.69172.9015205.37170.4013204.32169.9016202.39166.2016202.39166.2017199.41168.2013204.32169.9018207.40201.409198.75227.7019202.6

13、5187.2010198.16175.0020205.02168.509198.75227.7021204.58169.104197.80190.1022201.90171.7026200.28167.2023201.41206.702199.38144.4024204.69172.9016202.39166.2025203.83206.3011199.22168.5026200.28167.2014201.64179.2027204.26169.4024204.69172.90请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改请请勿勿修修改改请请

14、勿勿修修改改请请勿勿修修改改请请勿勿修修改改压压实实度度检检测测记记录录表表（灌灌砂砂法法）编号：C-2-1-S01- 施工单位:中国第二冶金建设有限公司合 同 号： 01监理单位：内蒙古广誉建设监理有限责任公司试 验 规 程 ： JTJ 051-93 要求K值93 区第五层距路基顶面高差 m检查日期：最大干容重(g/cm3)：1.91检测范围：最佳含水量 （%）：9.6锥体砂重：736(g)砂单位重 (g/cm3)：1.4K8+150左 K8+170左K8+190左灌前筒+砂重（g）900090009000灌后筒+砂重（g）490844804863坑内砂重（g）335637843401试坑体

15、积（cm3)239727032429坑内土重（g）478154714877湿容重（g/cm3）1.992.022.01盒 号620629258盒+湿土重（g）60.6372.7178.8978.1067.3668.35盒+干土重（g）56.5267.8873.0472.7262.9963.99水重（g）4.114.835.855.384.374.36盒重（g）16.220.516.217.317.019.9干土重（g）40.3247.3856.8455.4245.9944.09含水量（%）10.210.210.39.79.59.9平均含水量（%）10.210.09.7干容重（g/cm3）1.8

16、11.841.83压实度（%）94.896.395.8结论负责人： 日期：监理工程师： 日期：试验： 记录（计算）： 复核： 桩号、位置项目盐池至中宁高速公路 压压实实度度试试验验(灌灌砂砂法法)记记录录合同段：LQ02 试验编号:工程名称盐中高速公路试验单位黑龙江北方有色建设有限责任公司试验规程JTJ059-(T0921-95)试验日期2007.3.23起讫桩号YK3+680YK3+860右幅结构层次填前碾压最佳含水量%11.1要求压实度%90取样位置YK3+860左YK3+840右YK3+820左YK3+780左YK3+760右试洞深度（cm）15.615.315.815.715.4灌砂前

17、筒+砂重（g）90009000900090009000灌砂后筒+砂重（g）4907.44969.94873.24895.04941.4锥体砂重（g）770770770770770灌入试洞内砂重（g）3322.63260.13356.83335.03288.6标准砂密度（g/cm3）1.381.381.381.381.38试样质量（g）4584.04475.54609.04533.34528.8试洞体积（cm3）2407.72362.42432.52416.62383.0湿密度（g/cm3）1.901.891.891.881.90盒号12345678910盒重（g）50.0050.0050.00

18、50.0050.0050.0050.0050.0050.0050.00盒+湿样重（g）152.79154.08156.23158.28158.31153.28152.36153.99154.53156.82盒+干样重（g）143.21143.88146.34147.58147.63143.25142.73144.46144.26146.49水分重（g）9.5810.219.8910.7110.6810.049.639.5410.2710.34干样重（g）93.2193.8896.3497.5897.6393.2592.7394.4694.2696.49含水量（%）10.310.910.311.

19、010.910.810.410.110.910.7平均含水量（%）10.610.610.910.210.8干密度（g/cm3）1.721.711.711.701.72最大干密度（g/cm3）1.861.861.861.861.86压实度（%）92.692.191.991.592.2主 管复 核试 验结论：签名： 年 月 日监理意见：签名： 年 月 日1234515.615.315.815.715.4900090009000900090004907.44969.94873.24895.04941.47707707707707703322.63260.13356.83335.03288.61.38

20、1.381.381.381.384584.04475.54609.04533.34528.82407.72362.42432.52416.62383.01.901.891.891.881.9012345678950.0050.0050.0050.0050.0050.0050.0050.0050.00152.79154.08156.23158.28158.31153.28152.36153.99154.53143.21143.88146.34147.58147.63143.25142.73144.46144.269.5810.219.8910.7110.6810.049.639.5410.279

21、3.2193.8896.3497.5897.6393.2592.7394.4694.2610.310.910.311.010.910.810.410.110.910.610.610.910.210.81.721.711.711.701.721.861.861.861.861.8692.692.191.991.592.21050.00156.82146.4910.3496.4910.710.81.721.8692.2铝铝盒盒盒盒号号及及对对应应质质量量盒盒号号质质量量(g)(g)盒盒号号质质量量(g)(g)大大盒盒号号 质质量量(g)(g)1 118.418.4070716.916.91 151

22、.351.32 218.618.6414127.327.32 251.751.73 316.516.5424220.920.93 352.152.14 416.716.7818120.220.24 451.451.45 5161611011017.917.95 552.752.76 616.216.201301318.218.26 651.751.77 718.218.202502516167 751.351.38 819.919.9050518.818.88 855.155.19 916.616.6313117.917.99 950.550.5101021.121.1616120.520.5

23、101051.951.9111116.716.71101102424121217.617.619019016161313171701201221.421.4141417.917.901901916.816.815151717020219.819.8方方盒盒号号 质质量量(g)(g)161620.520.5030322.922.91 1124124171721.121.106206217.617.62 2114.3114.3181818.218.2080819.719.73 3141.3141.3191923.523.5090921214 4116116202020.520.5112112161

24、65 5122122212117176 6130130222217.517.5232316.816.8242420.120.125251717262620.520.5 272716.416.4282824.924.9 292917.317.3 303017.417.4环环刀刀编编号号及及容容积积(mm,mm(mm,mm2 2) )环环 刀刀 号号平平均均 内内径径上上口口面面 积积平平均均 内内径径下下口口面面 积积平平均均面面 积积高高1 1高高2 2平平均均高高容容积积(cm(cm3 3 ) )环环刀刀质质量量 (g)1 69.643808.9769.823828.683818.8352.

25、0052.10 52.05 198.77170.202 69.823828.6869.923839.663834.1752.0052.0052.00 199.38144.403 69.863833.0769.823828.683830.8852.0052.0052.00 199.21167.504 69.773823.2069.783824.303823.7551.78 51.68 51.73 197.80190.105 69.673812.2569.733818.823815.5452.0052.0052.00 198.41171.806 70.263877.0970.353887.0338

26、82.0652.0252.12 52.07 202.14171.807 69.383780.5869.453788.213784.4052.0852.0652.07 197.05171.908 69.553799.1369.523795.853797.4952.6252.6252.62 199.82174.009 69.753821.0169.773823.203822.1152.0052.0052.00 198.75227.701069.473790.4069.553799.133794.7652.2252.2252.22 198.16175.001169.753821.0169.92383

27、9.663830.3452.0052.02 52.01 199.22168.501270.703925.8070.773933.583929.6952.1252.9252.52 206.39168.501370.543908.0670.923950.273929.1752.0052.0052.00 204.32169.901470.073856.1570.463899.203877.6752.0052.0052.00 201.64179.201570.723928.0370.673922.473925.2552.3252.3252.32 205.37170.401670.373889.2470

28、.263877.093883.1752.12 52.12 52.12 202.39166.201769.883835.2769.873834.173834.7252.0052.0052.00 199.41168.201870.493902.5270.793935.813919.1652.9252.9252.92 207.40201.401970.403892.5670.473900.303896.4352.0252.00 52.01 202.65187.202070.823939.1470.723928.033933.5852.12 52.12 52.12 205.02168.502170.6

29、73922.4770.723928.033925.2552.12 52.12 52.12 204.58169.102270.123861.6670.423894.773878.2152.0652.0652.06 201.90171.702369.743819.9269.753821.013820.4652.7252.7252.72 201.41206.702470.803936.9270.793935.813936.3652.0052.0052.00 204.69172.902570.353887.0370.783934.693910.8652.12 52.12 52.12 203.83206.302670.423894.7769.473790.403842.5852.12 52.12 52.12 200.28167.202770.173867.1770.173867.173867.1752.8252.8252.82 204.26169.40