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土工击实自动计算表格

土工击实自动计算表格
土工击实自动计算表格

试验:

监理:

工程名称:S333线寿张至莘县段改建工程配 合 比:素土

编 号:0-2-2

素土 击实试验记录

试表01 山东省公路工程

复核:审核:2005年4月8日

承包单位:S333线寿张至莘县段改建工程第四合同项目部监理单位:山东省德州市交通工程监理公司合同号:四

土比重Gs= 2.62

g/cm

3

x=16.017.018.0

y= 1.846

1.813 1.780

2.62

x=15.516.5

17.5

x=12.901313.1

13.2

13.3

13.4

13.5

13.6

13.7

13.8

13.9

14

14.1

14.2

14.3

y= 1.84476 1.84521.845541.845771.845891.845911.845831.845631.845331.844931.84442 1.8438 1.843081.842251.84131

x max =13.4032.03

y max =

1.84592

1.84591

Va=5

Va=0

ρ=(1-0.01*Va)/(1/Gs+w/100)

14.414.514.614.714.814.91515.115.215.315.415.515.615.715.815.91616.116.2 1.840271.839131.837871.836511.835051.83348 1.8318 1.830021.828131.826131.824031.821831.819511.817091.814571.81194 1.8092 1.806361.80341

16.316.416.516.616.716.816.91717.117.217.317.417.517.617.717.817.91818.1 1.800351.797191.793931.790551.787071.78349 1.7798 1.776 1.7721 1.768091.763971.759751.755431.750991.746451.741811.73706 1.7322 1.72724

18.218.318.418.518.618.718.818.91919.119.219.319.419.519.619.719.819.920 1.722171.716991.711711.706331.700831.695231.689531.68372 1.6778 1.671781.665651.659411.653071.646631.640071.633411.626651.61978 1.6128

20.120.220.320.420.520.620.720.820.9 1.605721.598531.591231.583831.576331.568711.560991.553171.54524

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