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单轴动态加载下冻土的力学性能实验研究

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作者:张海东1, 朱志武1,2, 刘煦1

作者单位:1. 西南交通大学力学与工程学院, 四川 成都 610031;
2. 冻土工程国家重点实验室, 甘肃 兰州 730000


关键词:冻土; 动态加载; 分离式霍普金森压杆; 单轴加载; 应变率效应


摘要:

为研究冻土单轴加载下的冲击动态力学性质,采用分离式霍普金森压杆(SHPB)在-28~-3℃不同负温下对人工冻土进行了应变率范围800~1 500 s-1的冲击实验。获得了人工冻土在不同温度与不同应变率下的应力应变关系,发现人工冻土具有显著的应变率效应和温度效应,即冻土动强度随应变率增大和温度的降低而增大。单轴高应变率加载下,冻土没有明显的屈服现象,加载后试样完全破坏。


Study on dynamic mechanical behaviors of frozen soil under uniaxial loading

ZHANG Hai-dong1, ZHU Zhi-wu1,2, LIU Xu1

1. School of Mechanics and Engineering, Southwest Jiaotong University, Chengdu 610031, China;
2. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China

Abstract: A split Hopkinson pressure bar(SHPB) is employed to investigate the dynamics character of artificial frozen soil under uniaxial dynamic compression test at the temperature from-28℃ to-3℃ and strain rates from 800 to 1 500 s-1. The stress-strain curves at various strain rates and temperature were obtained. The compressive strength of frozen soil shows positive strain-rate and negative temperature sensitivity over the range of strain rates and temperature employed. The frozen soil didn't yield during the SHPB tests. The specimens were catastrophically damaged after the uniaxial SHPB tests.

Keywords: frozen soil; dynamic loading; SHPB; uniaxial compression; strain rate effect

2012, 38(3): 17-19  收稿日期: 2011-10-14;收到修改稿日期: 2011-12-27

基金项目: 国家自然科学基金项目(11172251)教育部博士点基金项目(20090184120001)冻土工程国家重点实验室开放基金项目(SKLFSE201001)

作者简介: 张海东(1988-),男,辽宁锦州市人,硕士研究生,专业方向为冻土冲击力学性质的研究。

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