土基回弹模量计算表

回弹模量测试编号：序号荷载P(KN)荷级P(kPa)总变形量S(mm)回弹量L(mm)Ei(MPa)11.0014.290.180.0742.1722.0028.570.100.2523.6233.0042.860.180.3326.8443.5050.000.290.4224.6054.0057.140.420.6219.0565.0071.430.580.9815.06∑264.292.6720.46测点土质：原状土测点编号：回弹模量E0=MPa里程：承载板法回弹模量测试成果表测试仪器：STYC-1承载板直径：30cm试验日期：2016.3.7天气：晴工程名称：0.000.200.400.600.801.001.201.401.600102030405060708090100110120L(mm)P(kPa)P-L曲线