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风积砂加筋挡土墙稳定性模型试验研究
引用本文:崔亚楠,苏跃宏,王岚,闫景晨.风积砂加筋挡土墙稳定性模型试验研究[J].内蒙古工业大学学报,2006,25(1):55-60.
作者姓名:崔亚楠  苏跃宏  王岚  闫景晨
作者单位:内蒙古工业大学建筑工程学院 呼和浩特010051
基金项目:西部交通建设科技项目(200231800032-3),内蒙古工业大学校基金资助
摘    要:通过土工离心模型试验,对风积砂加筋挡土墙的性状、加筋工作机理及其内在破坏模式进行了研究,发现用加筋风积砂作挡土墙的回填材料是可行的,并且具有较好的安全性,这一研究为风积砂加筋挡土墙的设计提供试验依据,对促进内蒙古公路建设就地取材、节约资金具有重要的意义.

关 键 词:风积砂  土工格栅  加筋土挡墙  土工离心模型试验  侧向位移
文章编号:1001-5167(2006)01-0055-06
收稿时间:2005-04-10
修稿时间:2005年4月10日

THE STABILITY MODEL TEST OF REINFORCED AEOLIAN SAND RETAINING WALL
CUI Ya-nan,SU Yue-hong,WANG Lan,YAN Jing-chen.THE STABILITY MODEL TEST OF REINFORCED AEOLIAN SAND RETAINING WALL[J].Journal of Inner Mongolia Polytechnic University(Social Sciences Edition),2006,25(1):55-60.
Authors:CUI Ya-nan  SU Yue-hong  WANG Lan  YAN Jing-chen
Institution:Shool of Architeture and Civil Engineering, Inner Mongolia University of Technology, Hohhot 010051 , PRC
Abstract:Based on geotechnological centrifuge model test,the properties,reinforcement working mechanism and internal damage mode of reinforced aeolian sand retaining wall are studied.It is found that the use of reinforced aeolian sand as backfill is feasible,and is quite safe.This study provides a test basis for the design of reinforced aeolian sand retaining wall,and has great significance for using local materials so as to save funds in Inner Mongolia highway construction.
Keywords:aeolian sand  reinforced retaining wall  geosynthetic centrifuge model test  side displacement
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