多年冻土区粒径改良路基稳定性分析
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Stability of Particlesize Improved Roadbed in Permafrost
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    摘要:

    路基稳定性是指路基受到车辆动态作用及各种自然力影响所出现的路面陷槽、翻浆冒泥和路基剪切滑动与挤起等情况的适应能力,包括热稳定性和强度稳定性。热稳定性是指路基的热状况对外界条件响应的敏感程度,是多年冻土区路基稳定性的核心。文中对国内外多年冻土区路基热稳定性研究进行了分析,并对热稳定性判断原则进行探讨。通过对现场粒径改良路基两个多冻融循环观测数据进行研究,分析了粒径改良路基的冻融循环地温变化规律及变形规律,得到了粒径改良路基具有抬升多年冻土上限的作用,并根据判断原则,认为粒径改良路基是一种稳定的新型路基结构形

    Abstract:

    Roadbed stability, including thermal and strength stability, is the ability of roadbed to adapt to pavement settlement, slurry effusion, shear slide and haunching up of the roadbed resulting from moving vehicles and many natural influences. Thermal stability is the sensitivity of the thermal state of the roadbed to the external environmental condition. It is the key point of the roadbed stability in permafrost. Research concerning roadbed thermal stability in permafrost is analyzed, and the judgment principle of thermal stability is discussed. The regular change of the ground temperature and deformation of particlesize improved roadbeds are analyzed by studying field observation data of the particlesize improved roadbed after two freezing and thawing cycles. We conclude that the particlesize improved roadbed can raise the upper limit of frozen soil. Based on the judgment principle, the particlesize improved roadbed is regarded as a new type of stable structure.

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黄明奎,汪稔.多年冻土区粒径改良路基稳定性分析[J].土木与环境工程学报(中英文),2008,30(4):96-98. HUANG Mingkui ,WANG Ren. Stability of Particlesize Improved Roadbed in Permafrost[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2008,30(4):96-98.10.11835/j. issn.1674-4764.2008.04.021

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