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杨和平, 章高峰, 郑健龙, 赵鹏程, 贺迎喜. 膨胀土填筑公路路堤的物理处治技术[J]. 岩土工程学报, 2009, 31(4): 491-500.
引用本文: 杨和平, 章高峰, 郑健龙, 赵鹏程, 贺迎喜. 膨胀土填筑公路路堤的物理处治技术[J]. 岩土工程学报, 2009, 31(4): 491-500.
YANG Heping, ZHANG Gaofeng, ZHENG Jianlong, ZHAO Pengcheng, HE Yingxi. Physical treating techniques of highway embankments filled with expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 491-500.
Citation: YANG Heping, ZHANG Gaofeng, ZHENG Jianlong, ZHAO Pengcheng, HE Yingxi. Physical treating techniques of highway embankments filled with expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 491-500.

膨胀土填筑公路路堤的物理处治技术

Physical treating techniques of highway embankments filled with expansive soils

  • 摘要: 化学改良是以往膨胀土地区筑路研究和倡导(尤其是国外)的主要技术措施,但因工艺复杂、施工设备要求高、不经济而无法推广。我国西部膨胀土地区筑路往往采取弃土换填,造成土地资源浪费、水土流失生态环境破坏,同样导致工程投资大为增加。为此,在实施交通部西部膨胀土项目研究中,以广西南宁–友谊关高速公路为主要依托开展试验,同时总结在不同地区用不同类型和胀缩等级的膨胀土成功修筑多段路堤实体工程的经验,首次提出膨胀土填筑路堤的物理处治技术。通过实体工程现场跟踪监测、室内大型模型试验以及评价膨胀土路用性能的改进试验,对经物理处治后路堤土体含水率的变化、强度以及总体稳定性进行分析评价,论证了这一新技术的合理、有效性。在此基础上总结提出膨胀土路堤物理处治的技术要领及方法供工程参考。

     

    Abstract: Chemical improvement is used as the main studied and recommended technique to build embankment in expansive soil areas, especially in foreign countries. However, it cannot be widely applied due to complicated technology, high requirements for construction equipments and diseconomy. On the other hand, the method of soil replacement is often adopted during the construction of expansive soil subgrades in the west areas of China, which results in serious soil erosion, damages to ecological environments along highways and greatly increasing engineering investment. Therefore, with regard to the the research program of western expansive soils of Ministry of Communications, Nanning-Youyiguan expressway in Guangxi Province is taken as the main trial section on the site, and experience of building several trial sections of embankments successfully filled with expansive soils with different types and grades of shrinking and expansion in different districts is summarized. The physical treating techniques of filling embankments with expansive soils are firstly put forward. By the site tracing monitoring of trial projects and the laboratory large-scale model tests as well as carrying out modifying tests to evaluate road performance of expansive soils, the moisture content, the strength of expansive soil fill and the stability of embankments after physical treating are analyzed and evaluated, and the rationality and effectiveness of the new technique are validated. Based on the above, the main points and methods of techniques for treating expansive soils physically are summarized and put forward, which can be referred to and applied in practical engineering projects.

     

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