| 水泥稳定碎石无侧限抗压强度试验研究 |
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| 引用本文： | 柴进福.水泥稳定碎石无侧限抗压强度试验研究[J].交通标准化,2008(7):101-103. |
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| 作者姓名： | 柴进福 |
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| 作者单位： | 石家庄市公路工程管理处,河北,石家庄,050011 |
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| 摘 要： | 大量的试验研究表明，水泥稳定碎石混合料的最大干密度和最佳含水量均随水泥剂量的增大而近似服从于线性规律，由此可得出水泥稳定碎石混合料无侧限抗压强度随水泥剂量及压实度均成线性规律变化的回归方程式。这一研究成果，对今后各等级公路的设计及施工实践具有一定的参考价值。
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| 关 键 词： | 水泥稳定碎石 无侧限抗压强度 水泥剂量 压实度 |
Test Study on Unconfined Compression Strength of Stabilized Crushed Stone with Cement |
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| CHAI Jin-fu.Test Study on Unconfined Compression Strength of Stabilized Crushed Stone with Cement[J].Communications Standardization,2008(7):101-103. |
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| Authors: | CHAI Jin-fu |
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| Institution: | CHAI Jin-fu (Highway Management Department of Shijiazhuang, Shijiazhuang 050011, China) |
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| Abstract: | A great many of tests show that both the maximum dry density of the stabilized crushed stone with cement and its optimum moisture content vary linearly with the quantity of cement increase. The equations of the unconfined compression strength which varies with the quantity of cement and compaction have been got. This fruit of the research has reference value for the design and construction of all levels of road. |
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| Keywords: | stabilized crushed stone with cement unconfined compression strength quantity ofcement compaction |
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