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破碎性堆石料单剪试验研究
引用本文: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,2015,37(8):1503-1508.
作者姓名:刘斯宏  黄明坤  王子健  孔维耀  谢浩  王怡舒
作者单位: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
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(YS11001)
摘    要:介绍了自行研制的叠环式大型单剪试验仪。对两种不同岩性的堆石料进行了不同竖向应力条件下大变形的单剪试验,分别研究了竖向应力施加过程(压缩过程)及单剪过程中颗粒破碎的变化。试验结果表明:颗粒破碎与颗粒抗压强度及施加的竖向应力有关,颗粒抗压强度小及施加的竖向应力大,压缩过程与剪切过程中颗粒破碎率大;无论是压缩过程还是剪切过程,颗粒破碎均存在一个临界值;颗粒破碎主要发生在压缩或剪缩过程中。

关 键 词:单剪试验  颗粒破碎  颗粒强度  堆石料  
收稿时间:2014-09-26

Simple shear tests on breakable rockfill materials
LIU Si-hong,HUANG Ming-kun,WANG Zi-jian,KONG Wei-yao,XIE Hao,WANG Yi-shu.Simple shear tests on breakable rockfill materials[J].Chinese Journal of Geotechnical Engineering,2015,37(8):1503-1508.
Authors:LIU Si-hong  HUANG Ming-kun  WANG Zi-jian  KONG Wei-yao  XIE Hao  WANG Yi-shu
Affiliation:1. Research Institute of Hydraulic Structure, Hohai University, Nanjing 210098, China;2. Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai 200092, China
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.
Keywords:simple shear test  particle breakage  particle strength  rockfill material  
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