路基工程Issue(2)：79-84,6.DOI:10.13379/j.issn.1003-8825.202407099
铆接型聚酯土工格室加筋土单元压缩试验研究
Experimental Study on Compression of Reinforced Soil Unit in Riveted Polyester Geocell
摘要
Abstract
A fixed-rate compression test was carried out on a single riveted Polyester(PET)geocell reinforced soil sample to explore the reinforcement effect of geocell,analyze the mechanism of exerting its lateral restraint performance in the soil medium,and the influence of strip width and node distance on the lateral restraint performance of geocell.The results show that the geocell in the soil have a remarkable reinforcement effect,and the lateral restraint is controlled by the stripping strength of the joints,and is inversely proportional to the strip width and proportional to the distance of the joints.关键词
土工格室/条带/节点/侧向约束作用/压缩试验Key words
geocell/strip/joints/lateral restraint/compression test分类
建筑与水利引用本文复制引用
刘鑫,刘刚,孙健,张莹晨,许淋颖,丁海军,沈宇鹏,张雪东..铆接型聚酯土工格室加筋土单元压缩试验研究[J].路基工程,2025,(2):79-84,6.基金项目
甘肃省科技计划项目(22YF11GA302) （22YF11GA302）
中交集团2021年重点研发项目(2021-ZJKJ-18) （2021-ZJKJ-18）
中央高校基本科研业务费专项资金(2023-JBZY-026) （2023-JBZY-026）
