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水泥稳定砂砾半刚性基层材料冰冻耐久性的研究
引用本文:李成河. 水泥稳定砂砾半刚性基层材料冰冻耐久性的研究[J]. 黑龙江工程学院学报, 2006, 20(3): 14-16
作者姓名:李成河
作者单位:东北林业大学,土木工程学院,黑龙江,哈尔滨,150040;黑龙江工程学院,土木工程系,黑龙江,哈尔滨,150050
基金项目:黑龙江省交通厅资助项目
摘    要:半刚性基层材料以其优越的路用性能成为我国高速公路基层结构的主要形式,但路面的冰冻强度损失一直是影响其品质的重大问题.针对黑龙江省寒冷的气候特点,通过不同的低温试验方法对水泥稳定砂砾材料特性进行研究,确定合适的水泥用量,保证路基在使用周期内具有足够的耐久性,从而可以提高道路使用质量和延长道路使用寿命.

关 键 词:半刚性基层材料  强度  水泥稳定砂砾  冰冻  耐久性
文章编号:1671-4679(2006)03-0014-03
收稿时间:2005-12-26
修稿时间:2005-12-26

A study of the durable ability in freeze of cement stabilized sand-gravel of semi-rigid base material
LI Cheng-he. A study of the durable ability in freeze of cement stabilized sand-gravel of semi-rigid base material[J]. Journal of Heilongjiang Institute of Technology, 2006, 20(3): 14-16
Authors:LI Cheng-he
Affiliation:1. School of Civil Engineering, Northeast University of Forestry, Harbin 150040, China; 2. Dept of Civil Engineering, Heilongjiang Institute of Technology, Harbin 150050, China
Abstract:Semi-rigid basic material has become the main form of basic level structure for highways, but the decrepitude of the freeze strength has been the important factor influencing the road quality. As to Heilongjiang region, it selects the suitable cement content for decreasing strength decrepitude on road base in the applicative period through the test of cement stabilized sand-gravel material. By means of various low temperature test methods, it can raise the quality that the road is used and prolongs life-span of road service.
Keywords:semi-rigid base material   strength   cement stabilized sand-gravel   freeze   durable ability
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