• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Granular matter >Macro-and micro-mechanical investigations on liquefaction behaviour of granular material under bi-directional simple shear
【24h】

Macro-and micro-mechanical investigations on liquefaction behaviour of granular material under bi-directional simple shear

机译：Macro-and micro-mechanical investigations on liquefaction behaviour of granular material under bi-directional simple shear

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相关主题

摘要

This paper presents a comprehensive study of initial- and re-liquefaction behaviour of granular material under bi-directional simple shear by conducting experiments and numerical simulations based on the discrete element method (DEM). In the initial liquefaction stage, various linear and non-linear cyclic loading paths are considered, including cases with and without static shear consolidation (SSC). In the re-liquefaction stage, the linear cyclic loading path along one direction is adopted. It is shown that DEM results are in good agreement with experimental data. The presence of SSC increases liquefaction resistance of granular material, and the reason is related to the initial dense state of granular materials. The re-liquefaction stage features a higher liquefaction resistance than the initial liquefaction stage does. Liquefaction resistance of granular material for various bi-directional simple shear cases is demonstrably related to the characteristics of relative density, amount of principal stress rotation (PSR), coordination number, and initial fabric anisotropy of specimens.

著录项

获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号