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循环荷载作用下非饱和土固结理论发展综述

发表时间:2013-01-31  浏览量:1670  下载量:746
全部作者: 耿雪玉,赵健
作者单位: 青岛理工大学土木工程学院
摘 要: 回顾了土体固结理论的历史发展进程,从理论研究和模型试验两方面对国内外关于循环荷载作用下非饱和土固结理论的研究成果进行综述。归纳总结了循环荷载作用下非饱和土固结理论研究的分析方法和最新研究成果,探讨循环荷载作用下非饱和土固结理论研究的重要性,并针对目前国内公路铁路建设中亟待解决的与非饱和软基有关的路基路面病害防治问题提出了今后的研究发展方向。
关 键 词: 岩土工程;固结理论;综述;非饱和土;循环荷载
Title: Consolidation theory of development unsaturated soft soil under cyclic loadings
Author: GENG Xueyu, ZHAO Jian
Organization: School of Civil Engineering, Qingdao Technology University
Abstract: This paper retrospects the historical development of the theory of soil consolidation process and reviews unsaturated soil consolidation theory research under cyclic loadings at home and abroad from theory research and experimental model. In addition, this paper summarized the research methods and the latest research results of unsaturated soil consolidation theory under cyclic loadings and discussed the importance of unsaturated soil consolidation theory research under cyclic loadings. In terms of the subgrade and pavement disease control problems associated with unsaturated soft base for domestic road and rail construction, this paper proposed the future development direction.
Key words: geotechnical engineering; consolidation theory; review; unsaturated soil; cyclic loading
发表期数: 2013年1月第2期
引用格式: 耿雪玉,赵健. 循环荷载作用下非饱和土固结理论发展综述[J]. 中国科技论文在线精品论文,2013,6(2):97-103.
 
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