首页 | 本学科首页   官方微博 | 高级检索  
     

地震动荷载下土工格栅加筋挡土墙变形特性研究
引用本文:刘剑旗,王宁,韩志型,王怡. 地震动荷载下土工格栅加筋挡土墙变形特性研究[J]. 矿业研究与开发, 2009, 0(3): 30-32
作者姓名:刘剑旗  王宁  韩志型  王怡
作者单位:西南科技大学土木工程与建筑学院;
基金项目:四川省自然科学基金资助项目(2005A136)
摘    要:针对目前土工格栅加筋挡土墙动力特性理论研究相对较少这一情况,通过数值分析方法,对土工格栅加筋挡土墙在"Loma Prieta"地震动荷载下面板的侧向位移、表面沉降以及位移场特征进行了初步研究,研究表明土工格栅加筋挡土墙在动荷载下具有良好的抗变形性能。研究结果充实了土工格栅加筋挡土墙动力特性研究理论,有利于工程实践。

关 键 词:动载荷  加筋土体  数值分析  变形特性

Research of Deformation Characteristics of Geogrid Reinforced Retaining Wall under Seismic Load
Liu Jianqi,Wang Nin,Han Zhixin and Wang Yi. Research of Deformation Characteristics of Geogrid Reinforced Retaining Wall under Seismic Load[J]. Mining Research and Development, 2009, 0(3): 30-32
Authors:Liu Jianqi  Wang Nin  Han Zhixin  Wang Yi
Affiliation:School of Civil Engineering and Architecture;Southwest University of Science and Technology;Mianyang;Sichuan 621002;China
Abstract:The theoretical study on dynamic behavior for geogrid reinforced retaining wall is still limited at present.In view of this situation,by using numerical analysis method,a preliminary study was made on the lateral displacement,the surface subsidence and the characteristics of displacement field of geogrid reinforced retaining wall under the "Loma Prieta" seismic load.The results showed that the geogrid reinforced retaining wall has good anti-deformation performance under dynamic load.The results of study enr...
Keywords:Dynamic load  Geogrid reinforced soil  Numerical analysis  Deformation characteristics  
本文献已被 CNKI 等数据库收录!
点击此处可从《矿业研究与开发》浏览原始摘要信息
点击此处可从《矿业研究与开发》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号