无机结合料无侧限抗压强度试验自动计算表

项目名称水泥种类、标号最大干容重试件编号试件重量(g)翁牛特旗乌丹镇城区南外环天山 P.C 32.52.294最佳含水量16339150.42.3855.42.2636341640059150.42.4086.82.2551767126336151.62.3655.52.2426335639762151.62.3886.62.2401767136341151.02.3765.32.25663446398541512.3986.92.24317671材料组成5.946343150.12.3915.42.2696345640055150.12.4136.82.25917671 合同段A施工单位中交四公局第一工程有限公司施工范围配合比成型日期86344149.52.4015.42.2786342640260149.52.4236.82.2691767196340149.32.4035.32.2826347641063149.32.4306.72.2771767110633711634222：19：23：36：4.0设计强度2.02013/6/16126344136336试验单位：试验规程编号K1+000---K8+000结构层名称底基层1-3碎石：1-2碎石：0.5-1： 石屑：水泥成型压实度56335150.82.3775.22.2606341639756150.82.4016.72.2501767166345149.72.3995.52.2746349640657149.72.4227.02.2641767176338151.92.3615.62.2366337639356151.92.3826.92.2281767197成型试件试件高(mm)湿容重(g/cm)含水量(％)干容重(g/cm3)3150.5149.9149.0#####2.3832.3942.409#####5.45.25.35.1均方差σ=0.145偏差系数Cv= =0.0562.2612.2762.288#####634464046063456403586348640557149R浸水前试件重m3(g)浸水后试件重m4 (g)吸水量V＝m4- m3 (g)试件高(mm)湿容重(g/cm)含水量(％)干容重(g/cm3)试件面积(mm)应力环读数应力环系数破坏荷载(KN)破坏强度(MPa)平均强度(MPa)试验236335 强度判断式:639661R≥R设/(1-ZaCv)浸水试件无侧限抗压强度150.5149.92.6＞2.2149.7自检意见：2.4082.4172.433#####6.56.86.76.62.2612.2632.280#####17671176711767117671监理意见：43.32.544.32.541.32.447.32.744.82.640.32.347.32.72.641.32.446.82.745.32.643.32.543.32.548.32.8记录计算复核质检负责人项目主管试件重量(g)6332