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| 二灰碎石基层在道路工程中的应用及其路用性能研究 | |
| 引用本文： | 张志清,王钧,黄健.二灰碎石基层在道路工程中的应用及其路用性能研究[J].东北林业大学学报,1999,27(4):84-86. |
| 作者姓名： | 张志清 王钧 黄健 |
| 作者单位： | 1. 东北林业大学,哈尔滨,150040 2. 哈尔滨振兴建筑工程公司 3. 烟台市开发区市政公用工程公司 |
| 摘 要： | 以哈尔滨红旗大街道路工程为例，分析了二灰碎石作为路基层的强度形成机理和路用性能，对提高二灰碎基层早期强度的实际应用微了验证。在养生期和缩裂特性等方面与水泥稳定硝砾基层作了比较。竣工通车１ａ后的检测数据表明，二灰碎石基层的路表平均弯沉，基层顶同当量回弹模量及基层材的无侧限抗压强度等项指标标均优于水泥稳定砂砾基层结构。 |
| 关 键 词： | 二灰碎石 强度 性能 |
The Application and Road Behavior of the Two Lime Broken Stones in Road Engineering |
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| Zhang Zhiqing,Wang Jun,Huang Jian.The Application and Road Behavior of the Two Lime Broken Stones in Road Engineering[J].Journal of Northeast Forestry University,1999,27(4):84-86. | |
| Authors: | Zhang Zhiqing Wang Jun Huang Jian |
| Institution: | Zhang Zhiqing(Northeast Forestry University. Harbin 150040. P. R. China); Wang Jun(Zhenxing Architecture Corporationof Harbin); Huang Jian(Municipal Public Engineering Corporation of Yantai Exploitation District)(Journalof Northeast Forestry University. - |
| Abstract: | Taking Harbin Flag Big Street road for example. the strength forming reason and road :behavior ofthe two lime broken stones as the pavement basic level were analyzed. and the application of improvingits early strength was also tested. Meanwhile, it was compared with cement stabilized gravel stratum inshrinkage crack property and other respects. The detected data after drive-through for 1 year showedthat the index such as top surface equivalent rebound module of stratum and compression strengthti.ithout side-limit of stratum materials, etc. were all superior to those of cement stabilized gravel stratum. |
| Keywords: | Two lime broken stone Strength Behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |