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SHPB tests and dynamic constitutive model of artificial frozen sandy clay under confining pressure and temperature state

机译:围压和温度状态下人造冻土的SHPB试验和动力本构模型

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摘要

The dynamic stress-strain curves of frozen sandy clay are obtained with the spilt Hopldnson pressure bar (SHPB) under different confining pressures (i.e., 0.5,1.0 and 1.5 MPa) at the freezing temperature of -5 degrees C and -15 degrees C with the strain rate from 160 s(-1) to 265 s(-1). The experimental results show that the frozen sandy clay is a rate dependent and temperature sensitive and confining pressure sensitive material and its dynamic peak stress increases with the increase of the strain rate and the confining pressure and the decrease of the freezing temperature. A dynamic constitutive model is proposed based on the test results. The theoretical and the experimental results are very close and the given dynamic constitutive model is feasible. The effect of confining pressure, strain rate and freezing temperature on the dynamic mechanical behavior of frozen sandy clay are well considered in the model. (C) 2017 Elsevier B.V. All rights reserved.
机译:在-5°C和-15°C的冻结温度下,在不同围压(即0.5,1.0和1.5 MPa)下,用漏出的Hopldnson压力杆(SHPB)获得冻结砂质粘土的动应力-应变曲线。应变率从160 s(-1)到265 s(-1)。实验结果表明,冷冻砂质粘土是一种随速度变化的温度敏感和围压敏感材料,其动态峰值应力随应变率和围压的增加以及冰冻温度的降低而增加。根据试验结果提出了动态本构模型。理论和实验结果非常接近,给出的动态本构模型是可行的。该模型充分考虑了围压,应变速率和冻结温度对冻结砂质黏土动态力学行为的影响。 (C)2017 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Cold regions science and technology》 |2017年第4期|37-43|共7页
  • 作者

    Ma Dongdong; Ma Qinyong; Yuan Pu;

  • 作者单位

    Anhui Univ Sci & Technol, Engn Res Ctr Underground Mine Construct, Minist Educ, Huainan 232001, Anhui, Peoples R China|Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Anhui, Peoples R China;

    Anhui Univ Sci & Technol, Engn Res Ctr Underground Mine Construct, Minist Educ, Huainan 232001, Anhui, Peoples R China|Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Anhui, Peoples R China;

    Anhui Univ Sci & Technol, Engn Res Ctr Underground Mine Construct, Minist Educ, Huainan 232001, Anhui, Peoples R China|Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Anhui, Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Frozen soil mechanics; Artificial frozen sandy clay; Constitutive model; Confining pressure; SHPB;

    机译:冻土力学;人工冻土;本构模型;围压;SHPB;
  • 入库时间 2022-08-17 13:44:56

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