吉林大学学报(地球科学版) ›› 2018, Vol. 48 ›› Issue (3): 784-798.doi: 10.13278/j.cnki.jjuese.20160355
孙超, 邵艳红, 王寒冬
Sun Chao, Shao Yanhong, Wang Handong
摘要： 寒冷地区的支挡式结构，极易受水平冻胀力的影响，过大的水平冻胀力容易造成支护结构变形、出现裂缝、支护体错断甚至整体倾倒，严重威胁支护工程的安全与稳定，因此研究寒区支挡式结构水平冻胀力的变化规律具有重要意义。主要从水平冻胀力的产生、影响因素、分布模式、取值大小、计算方法以及防治措施等诸多方面的国内外研究现状进行综述，结果表明：水平冻胀力的大小及其分布形态受土质类型、土颗粒大小、土体分散性、土内所含矿物成分、土体温度、土体含水量、外界水源补给以及支护结构特征等多因素影响；水平冻胀力存在多种分布模式，对不同分布模式应采取不同的计算方法，而且各计算公式均有一定的限制条件。在实际工程中，若要减弱水平冻胀力的影响，可采取换填土质、加强保温、隔水排水、使用物理化学试剂或多方法综合使用等措施。
中图分类号:
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