水稳配合比设计计算程序.xls
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建建鸡鸡高高速速公公路路虎虎林林至至鸡鸡西西段段工工程程建建设设项项目目筛孔(mm)2-3cm碎石1-2cm碎石0.5-1cm石屑砂砾掺配后级配下限级配上限中值31.510010010010010010010010010026.526.584.910010010097.0100909519.019.06.798.710010081.0897280.59.59.50.41494.310057.7674757.04.754.750.40.8295.438.7492939.02.362.360.40.80.765.826.7351726.00.60.60.40.80.732.213.322815.00.0750.0750.40.80.79.64.2703.5配配合合比比(%)202025251515404000100100底基层调整日期:
2011年04月31日筛筛分分合合成成级级配配曲曲线线31.526.519.09.54.752.360.60.0750102030405060708090100筛孔尺寸(mm)通过百分率(%)级配下限级配上限1001001009089721008967493522674790724729178492935172287010084.96.70.40.40.40.410010098.7140.80.80.810010010094.320.70.710010010010095.465.832.210097.081.057.738.726.713.377000.40.80.79.64.2