期刊
CANADIAN GEOTECHNICAL JOURNAL
卷 49, 期 4, 页码 485-493出版社
CANADIAN SCIENCE PUBLISHING, NRC RESEARCH PRESS
DOI: 10.1139/T2012-006
关键词
landfills; clay; bending tests; field tests; numerical simulation
Solid waste landfills consist of a cover barrier that often includes a compacted clay liner. However, this barrier can encounter numerous problems, in particular those related to in situ implementation and to mechanical loading that may cause stress in the clay layer, leading to the development of cracks. Tensile stress damage and shearing bands are often observed. To characterize the behaviour of a clay in tension, four-point bending tests attempting to reproduce conditions of implementation were carried out in the laboratory. At the same time, original large-scale bursting tests were carried out in the field for validation. To interpret these results, a numerical simulation was used, which was calibrated with laboratory results and then applied to large-scale bursting tests. This simulation was then used to simulate the flexural behaviour of the cover barrier. By focusing on the most critical case, the numerical simulation is able to predict the initiation of cracks.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据