土工织物加固机理及其实验研究  

Mechanism of Geotextile Reinforcement and its Experimental Research

作　　者：陈明雄[1] 何皎皎[1] 杨米加[2] 

机构地区：[1]解放军理工大学工程兵工程学院,江苏南京210007 [2]河海大学水电学院,江苏南京210098

出　　处：《解放军理工大学学报（自然科学版）》2001年第2期62-65,共4页Journal of PLA University of Science and Technology(Natural Science Edition)

摘　　要：由于土工织物加筋过程中每层土工织物的受力并不均匀 ,并且各层土工织物所起的作用并不相同 ,有必要进行土工织物与土的相互作用分析。正是考虑这一点 ,首先建立了变形过程中土工织物的受力状态及其和土的共同作用的关系 ,并进一步进行了实验验证。The non-equal force is produced in different layers of geotextile used in dam in the process of geotextile reinforcement, and the effect of different part or different layer is also different. So it is necessary to analyze the interaction of geotextile and soil. Due to this, the relation of the stress-displacement status of geotextile and its interaction with soil is constructed, and the experimental research is also performed.

关 键 词：土工织物加筋 共同作用 加固机理 岩土工程 

分 类 号：TV223.23[水利工程—水工结构工程] TU472.34[建筑科学—结构工程]