首页 | 本学科首页   官方微博 | 高级检索  
     

加筋土的筋土界面作用及影响因素
引用本文:魏丽,柴寿喜,蔡宏洲,李芳.加筋土的筋土界面作用及影响因素[J].工程勘察,2008(4).
作者姓名:魏丽  柴寿喜  蔡宏洲  李芳
作者单位:天津城市建设学院;土木工程系;
基金项目:天津市自然科学基金(07JCYBJC12900); 天津市建设管理委员会科技项目(2007-43)
摘    要:筋土界面作用特性直接影响着土工结构物的强度和稳定性。在总结国内5种筋土界面作用特性观点的基础上,认为加筋土的强度和稳定性主要依靠填土自重和筋土之间的摩阻力来实现,加筋作用不仅反映在筋土界面上,也发生在筋土周围的土体中,加筋土的剪切带观点是对筋土界面特性的综合性概括。加筋填土的含水率、压实度、剪胀效应、加筋材料自身特性以及试验方法等因素都不同程度地影响着筋土界面作用特性。将直剪试验和拉拔试验相结合,并辅助离心模型试验及数值分析方法,可深入研究筋土界面作用特性。

关 键 词:加筋土  筋土界面作用  摩阻力  拉拔试验  

Study on Interaction Characteristics and Factors between Reinforcement and Soil in the Reinforced Soil
Wei Li et al..Study on Interaction Characteristics and Factors between Reinforcement and Soil in the Reinforced Soil[J].Geotechnical Investigation & Surveying,2008(4).
Authors:Wei Li
Abstract:By means of analyzing 5 view points of interaction characteristics,it has been proved that strength and stability of reinforced soil mostly depend on weight of filling soil and the friction between reinforced material and soil.The reinforcing effect not only reflects on the interface but also occurs in the surrounding soil.It has concluded that view point of shearing strip is the comprehensive analysis on interaction characteristics.The water content,compaction,dilatancy,the characteristic of reinforced mat...
Keywords:reinforced soil  interaction characteristics  friction  pull-out test  
本文献已被 CNKI 等数据库收录!
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