无侧限抗压强度试验报告

123456789101112131415g6215.26215.46203.56194.96199.762046189.56199.56212.66187.66184.36211.96188.66188.56219g6208.66212.26196.66188.46197.76199.56181.86196.76208.26183.46180.76208.26182.56185.46211.7g6242.36252.36229.66237.46248.76252.36222.26248.36240.36227.862266249.46236.56226.36253.7g6.63.26.96.524.57.72.84.44.23.63.76.13.17.3g33.740.133495152.840.451.632.144.445.341.25440.942mm150.1150150.1150.1150150.1150.1150.2150.1150.1150.2150.2150.1150.1150.1mm150.4150.3150.3150.3150.3150.2150.2150.4150.2150.3150.5150.5150.2150.2150.2KN57.857.365.466.365.961.563.858.661.66664.46365.559.958.9Mpa3.33.23.73.83.73.53.63.33.53.73.63.63.73.43.3%5.35.15.15.45.25.35.45.25.155.35.25.25.15.5g/cm32.282.32.32.272.282.32.312.32.32.282.282.292.292.32.3Rc=3.5MpaS=0.181Rd=3MpaCv=5.2Za=1.282Rmax=3.8MpaRmin=3.2Mpa3.2Mpa3.3Mpa承包单位浸水后试件含水量Rc0.95=Rc-Za×S=合格Rc≥Rd/（1—Za×Cv）=养生期间的质量损失①（m2-m3）浸水后试件质量（m4)吸水量（m4-m3)昆明“两区”2011年建制村路面硬化工程第13合同段浸水后试件干密度强度质量评定：1、①指水份损失。如养生后试件掉粒或掉块，不作为水份损失。路段范围养生前试件质量（m2)养生前试件的高度（h1)麦石线K0+000~K0+500试件编号浸水前试件质量（m3)制件日期试验编号养生龄期湖南湘江工程建设有限公司混合料名称水泥稳定碎石5试验日期Φ150×1502.297天加载速度mm/min浸水后试件的高度（h2)试验最大压力（P）无侧限坑压强度（Rc)路面工程（基层）年月日1结合料剂量%制件含水量%最佳含水量%5.15.1试验：计算：复核：审核：监理：附注2、标准试验应同时做水泥稳定土的延迟时间对其强度影响的试验，从加水拌合后每小时做一组试件直至终凝时间为止，绘出时间与强度的关系曲线。监理意见：评定结果：评定路段试样的平均强度Rc应满足下式要求：无侧限抗压强度试验报告试件尺寸mm试件压实度%97年月日工程名称静压最大干密度g/cm3试件制备方法