加筋边坡在坡顶荷载作用下的极限承载能力

被引：26

作者：

Richard Bathurst

陶连金

机构：

[1] 加拿大皇家军事学院(RMC)土木工程系,北京工业大学建筑工程学院加拿大安大略省金斯敦,KK,北京,教育部西南资源开发及环境灾害控制工程重点实验室,重庆

来源：

岩土工程学报 | 2004年 / 02期

基金：

北京市自然科学基金;

关键词：

土工格栅; 极限承载力; 大型模型试验;

D O I：

暂无

中图分类号：

TU413 [现场测定、野外试验（土的原位测试）];

学科分类号：

081401 ;

摘要：

采用大型室内试验的方法,研究了两个土工格栅加固的土坡和一个未加固边坡在坡顶荷载作用下的变形与破坏规律。本文重点介绍大型模型的实验设计、测试技术和研究方法。实验结果表明,土工格栅加固边坡的承载能力为相同条件下未加固边坡的1.6-2倍。

引用

页码：194 / 197

页数：4

共 7 条

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[7]

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