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湿软性黄土路基综合处理技术及病害防治措施
引用本文:汤俐轩,折学森.湿软性黄土路基综合处理技术及病害防治措施[J].交通标准化,2006(6):189-191.
作者姓名:汤俐轩  折学森
作者单位:长安大学岩土与隧道工程系,陕西,西安,710064
摘    要:湿软性黄土路基的病害主要为沉陷,工后沉降较大。出现病害的原因主要有地质结构变化大、土体性质差、路堤荷载大小不同,以及对地基的处理措施不同等。目前已有很多种处理措施,但各有其优缺点,适用条件不同。工程中需根据具体情况,从经济性和处理效果等因素选择处治措施。

关 键 词:湿软性  黄土  路基  处理技术  措施
文章编号:1002-4786(2006)06-0189-03
收稿时间:2005-11-14
修稿时间:2005年11月14

The Integrative Disposal Technique for Roadbed of Wetness and Softness Loess and the Prevention and Cure of Disease
TANG Li-xuan,SHE Xue-sen.The Integrative Disposal Technique for Roadbed of Wetness and Softness Loess and the Prevention and Cure of Disease[J].Communications Standardization,2006(6):189-191.
Authors:TANG Li-xuan  SHE Xue-sen
Abstract:The main disease of roadbed with wetness and softness loess is large settlement after construction. There are many factors leading to this disease, such as serious movement of geology structure, bad earth characteristics, different loading of embankment, and different measures taken in roadbed treatment. At present, there have been many measures for treatment of disease, with advantage and disadvantage suiting for different conditions. During constructions, the measurement for treatment of disease should be chosen according to different condition.
Keywords:wetness and softness  loess  roadbed  disposal technique  measure
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