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用于高速公路路基稳定的 HPCM 与作用机理
引用本文:何真,王磊,王学斌,梁文泉,黄晓霞.用于高速公路路基稳定的 HPCM 与作用机理[J].西南交通大学学报,2008,43(6).
作者姓名:何真  王磊  王学斌  梁文泉  黄晓霞
作者单位:1. 武汉大学水资源与水电工程科学国家重点实验室,湖北武汉,430072
2. 武汉市市政建设集团有限公司,湖北武汉,430072
3. 武汉大学水资源与水电工程科学国家重点实验室,湖北武汉430072;华中科技大学水电与数字化工程学院,湖北武汉430074
基金项目:国家高技术研究发展计划(863计划) 
摘    要:采用高性能固结材料(HPCM)对原状土进行改良,对改良土体的加州承载比(CBR)、压实度和吸水膨胀等性能进行了试验研究、SEM(扫描电镜)和XRD(X-射线衍射)分析.结果表明,改良土体的CBR值和耐水性显著提高.与传统固结土体方式不同,HPCM是通过物理化学交互作用使土颗粒的粘结性增强,使土体形成紧密聚积的结构,从而显著改善压实土体的稳定性.

关 键 词:高性能固结材料  加州承载比  稳定性  耐水性

Investigation on Properties and Mechanism of HPCM Stabilizing Roadbed of Expressway
HE Zhen,WANG Lei,WANG Xuebin,LIANG Wenquan,HUANG Xiaoxia.Investigation on Properties and Mechanism of HPCM Stabilizing Roadbed of Expressway[J].Journal of Southwest Jiaotong University,2008,43(6).
Authors:HE Zhen  WANG Lei  WANG Xuebin  LIANG Wenquan  HUANG Xiaoxia
Abstract:To enhance the stability of soil filled in the roadbed of expressway,a high performance consolidating material(HPCM) was used to improve the stability of primary soil,and its performances such as CBR(California bearing ratio) value,compactness and expansion were investigated through a physical test,SEM(scanning electron microscopy) and XRD(X-ray diffraction) analyses.The research result shows that the CBR value of soil treated by HPCM is increased.Different from conventional approaches to stabilize roadbed,the mechanism of HPCM is to form a tight structure by increasing the combination of soil grains through the interaction of physical and chemical effects to enhance the stability of treated soil.
Keywords:high performance consolidating material  California bearing ratio  stability  water resistance
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