摘要
土工格栅由于强度高、弹模高、蠕变低、与土体嵌锁作用明显,被广泛应用于提高路基、堤坝、边坡以及挡土墙的稳定性。开展土工格栅-填料相互作用机理研究可以深入揭示土工格栅对填料的加固机制。本文在广泛查阅和搜集资料的基础上,对近年来土工格栅-填料界面特性的试验研究、理论研究和数值模拟分别进行总结分析,并对未来研究发展方向做了展望,希望对加筋土的研究发展起到一定的指导作用。
Geogrid is widely used to improve the stability of subgrades,embankments,slopes and retaining walls due to its high strength,high modulus of elasticity,low creep and obvious interlocking effect of soil.The interaction mechanism between geogrid and backfill at the interface is a key basis for understanding the mechanism of geogrid reinforcement.On the basis of extensive access and data collection,the experimental research,theoretical research and numerical simulation of the interface characteristics of geogrid-backfill in recent years are summarized and analyzed respectively,and the prospect of future research and development is prospected.
作者
罗滔
陈鹏
邱焕峰
傅少君
孙超伟
LUO Tao;CHEN Peng;QIU Huanfeng;FU Shaojun;SUN Chaowei(Shaanxi Key Laboratory of Safety and Durability of Concrete Structures,Xijing University,Xi’an 710123,China;PowerChina Guiyang Engineering Corporation Limited,Guiyang 550081,China;School of Civil Engineering,Wuhan University,Wuhan 430072,China)
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2020年第S01期111-115,共5页
Engineering Journal of Wuhan University
基金
西京学院特区人才科研启动专项基金(编号:XJ18T02)
贵州省科技计划项目(编号:黔科合基础[2016]1154)
关键词
土工格栅加筋
界面特性
拉拔试验
直剪试验
数值模拟
reinforced geogrid
interface characteristics
pullout test
direct shear test
mumerical simulation
作者简介
罗滔(1987-),男,讲师,博士,主要从事颗粒材料宏细观力学特性研究,E-mail:luotao19870426@126.com;通讯作者:傅少君(1969-),男,教授,博士,主要从事水工结构数值计算方法与分析研究,E-mail:shaojunfu69@vip.sina.com.
