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破碎性堆石料单剪试验研究

刘斯宏 黄明坤 王子健 孔维耀 谢浩 王怡舒

岩土工程学报Issue(8):1503-1508,6.
岩土工程学报Issue(8):1503-1508,6.DOI:10.11779/CJGE201508021

破碎性堆石料单剪试验研究

Simple shear tests on breakable rockfill materials

刘斯宏 1黄明坤 1王子健 2孔维耀 3谢浩 1王怡舒1

作者信息

  • 1. 河海大学水利水电学院,江苏南京 210098
  • 2. 浙江省水利水电勘测设计研究院,浙江杭州 310002
  • 3. 上海市政工程设计研究总院 集团 有限公司,上海 200092
  • 折叠

摘要

Abstract

A large-scale simple shear test device with staged shearing rings is developed. A series of simple shear tests are conducted on two different rockfill materials with different particle compressive strengths under different vertical stresses and large shear deformations. Changes of particle breakage during compression and simple shearing are investigated. The results show that the particle breakage relates with the compressive strengths of particles and the applied vertical stresses. The lower the particle compressive strength is and the higher the vertical stresses are, the larger the particle breakage takes place during the compression and the simple shearing process. The particle breakage may tend to a critical value either during the compression or the shearing process. The particle breakage mainly occurs in the process of the confined or shearing compression.

关键词

单剪试验/颗粒破碎/颗粒强度/堆石料

Key words

simple shear test/particle breakage/particle strength/rockfill material

分类

建筑与水利

引用本文复制引用

刘斯宏,黄明坤,王子健,孔维耀,谢浩,王怡舒..破碎性堆石料单剪试验研究[J].岩土工程学报,2015,(8):1503-1508,6.

基金项目

国家自然科学基金项目(51179059);江苏省2014年度普通高校研究生科研创新计划项目(KYZZ_0148);江苏省高校优势学科建设工程资助项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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