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公路填方路堤纵向开裂机理的理论分析
引用本文:马历权.公路填方路堤纵向开裂机理的理论分析[J].冰川冻土,2011,33(4):855-858.
作者姓名:马历权
作者单位:甘肃省交通规划勘察设计院有限责任公司,甘肃兰州,730030
基金项目:交通部西部交通建设科技项目(2004-318-000-57)资助
摘    要:依据不同路段的实测数据,在理论层面,根据填方重力(包括车辆荷载)、填方内纵横向干湿梯度和温度梯度的变化,分析和探讨公路填方路堤边缘纵向开裂产生的机理.公路上填高路堤纵向开裂的形成机理,主要由路堤边坡干湿场和温度场的周期变化,使填方土体产生反复胀缩,导致路堤边坡表层带、过渡带部分土体强度降低,松散、蠕变,在土体重力和车辆...

关 键 词:填方路堤  纵向开裂  作用机理

Analysis and Discussion of Mechanism of Longitudinal Cracking on Edge of Filling Embankment of Highway
MA Li-quan.Analysis and Discussion of Mechanism of Longitudinal Cracking on Edge of Filling Embankment of Highway[J].Journal of Glaciology and Geocryology,2011,33(4):855-858.
Authors:MA Li-quan
Institution:MA Li-quan(Gansu Province Transportation Planning,Survey and Design Institute Co.,Ltd.,Lanzhou Gansu 730030,China)
Abstract:This paper will analyze and discuss the reason of the longitudinal crack on the edge of highway embankment fillment according to fill gravity(include vehicle load)and the cracks in fillment to wet,dry and temperature gradient change in theory on data from different section.In order to provide ideas for embankment design,construction,illness treatment and other research fields,to prevent longitudinal crack,reduce treatment losses and guarantee traffic safety.
Keywords:filling embankment  longitudinal crack  mechanism  
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