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冻土动态力学性能的实验研究
引用本文:陈柏生,胡时胜,马芹永,涂智溢.冻土动态力学性能的实验研究[J].力学学报,2005,37(6):724-728.
作者姓名:陈柏生  胡时胜  马芹永  涂智溢
作者单位:中国科学技术大学力学与机械工程系,合肥,230027;安徽理工大学土木工程系,淮南,232001
摘    要:利用分离式霍布金森压杆(SHPB)对4种低温下的冻土进行了4种高应变 率的动态压缩实验. 实验结果表明:冻土不仅具有温度效应,还具有应变率效应,两种效应 反映出冻土材料的时温等效性. 另外这种时温等效性在分析冻土材料的破坏过程时还体现在 它的冻脆性和动脆性. 冻土材料动态应力应变曲线的汇聚现象和振荡现象均起源于这种冻脆 性和动脆性.

关 键 词:冻土  动态力学性能  SHPB  应变率效应  温度效应  时温等效性
文章编号:0459-1879(2005)06-0724-05
收稿时间:2004-11-08
修稿时间:2005-07-30

Experimental Research of Dynamic Mechanical Behaviors of Frozen soil
Chen Baisheng,Hu Shisheng,Ma Qinyong,Tu Zhiyi.Experimental Research of Dynamic Mechanical Behaviors of Frozen soil[J].chinese journal of theoretical and applied mechanics,2005,37(6):724-728.
Authors:Chen Baisheng  Hu Shisheng  Ma Qinyong  Tu Zhiyi
Institution:Department of Mechanics and Engineering, University of Science and Technology of China, Hefei 230027, China;2.Department of Civil Engineering, Anhui University of Science and Technology, Huainan 232001, China
Abstract:Frozen soil samples at 4 different temperatures were investigated in 4 different high strain rates on Split Hopkinson Pressure Bar (SHPB). The test results indicated that temperature and strain rate each have an effect on floating stress, this shows the time-temperature equivalence property of frozen soil. And the time-temperature equivalence property also show its dynamic brittleness and frozen brittleness. The oscillation and convergence of strain-stress curves are also aroused by its time-temperature equivalence property.
Keywords:frozen soil  dynamic mechanical behaviors  SHPB  strain rate effect  temperature effect  time-temperature equivalent property
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