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| 水泥改良湿陷性黄土的配比研究 | |
| 引用本文： | 刘成林. 水泥改良湿陷性黄土的配比研究[J]. 山西建筑, 2009, 35(15): 89-90 |
| 作者姓名： | 刘成林 |
| 作者单位： | 机械工业第四设计研究院勘察分院,河南,洛阳,471039 |
| 摘 要： | 在黄土中按干质量百分比为5%,10%,12.5%,15%,20%的比例掺入水泥,然后对所配制的水泥土进行重型击实、无侧限抗压强度等试验,研究了不同水泥配比的最优含水量、最大干密度和无侧限抗压强度等指标随水泥掺入量的变化规律,从而确定出水泥和土合适的配比。 |
| 关 键 词： | 配比 最大干密度 最优含水量 无侧限抗压强度 |
Cement improved collapsible loess ratio study |
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| LIU Cheng-lin. Cement improved collapsible loess ratio study[J]. Shanxi Architecture, 2009, 35(15): 89-90 | |
| Authors: | LIU Cheng-lin |
| Affiliation: | LIU Cheng-lin |
| Abstract: | In loess percentage of dry mass by 5%,10%,12.5%,15%,20% of the proportion of blended cement,and then for the preparation of cement-soil to carry out heavy tamping,unconfined compressive strength such experiments,the effects of different cement ratio of the optimum moisture content,maximum dry density and unconfined compressive strength with cement and other indicators of the amount of variation,in order to determine a cement and soil suitable ratio. |
| Keywords: | ratio maximum dry density optimum moisture content unconfined compressive strength |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |