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土壤固化剂加固土无侧限抗压强度试验研究
引用本文:邢志强,周志喆.土壤固化剂加固土无侧限抗压强度试验研究[J].森林工程,2010,26(5):57-59.
作者姓名:邢志强  周志喆
作者单位:[1]东北林业大学,哈尔滨150040 [2]黑龙江省大庆高新技术产业开发区规划建筑设计院,黑龙江大庆163316
基金项目:黑龙江省交通厅重点科技项目
摘    要:针对大庆地区的典型粘土,采用美国路邦EN-1固化剂进行加固。通过室内无侧限抗压强度试验研究加固土的强度变化规律,然后从强度和抗冻性两方面与传统的半刚性基层材料(水泥稳定砂砾)进行对比,确定加固土在该地区道路基层中应用的可行性。

关 键 词:路邦EN-1  加固土  无侧限抗压强度  抗冻性

The Experimental Research on Unconfined Compressive Strength of Reinforced Soil by Soil Stabilizer
Xing Zhiqiang,Zhou Zhizhe.The Experimental Research on Unconfined Compressive Strength of Reinforced Soil by Soil Stabilizer[J].Forest Engineering,2010,26(5):57-59.
Authors:Xing Zhiqiang  Zhou Zhizhe
Institution:zhe(Planning and Architectural Design Institute of High-tech Industrial Development Zone in Daqing Area of Heilongjiang Province,Daqing 163316 Heilongjiang Province)
Abstract:The typical clay in Daqing district was reinforced by Road Bond EN-1 stabilizer from America.Through comparing the intensity and frost resistance of the stabilized soil with the traditional semi-rigid base material(cement gravel) after studying its strength characteristics in the unconfined compressive strength test,the feasibility of reinforced soil in the road base of that region was determined.
Keywords:Road Bond EN-1  reinforced soil  unconfined compressive strength  frost resistance
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