Dynamic behavior of frozen soil under uniaxial strain and stress conditions

doi:10.1007/s10483-013-1665-x

Applied Mathematics and Mechanics (English Edition) ›› 2013, Vol. 34 ›› Issue (2): 229-238.doi: https://doi.org/10.1007/s10483-013-1665-x

Dynamic behavior of frozen soil under uniaxial strain and stress conditions

张海东¹ 朱志武^1,2 宋顺成¹ 康国政¹ 宁建国³

1. Traction Power State Key Laboratory, Southwest Jiaotong University, Chengdu 610031, P. R. China;
2. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academic Sciences, Lanzhou 730000, P. R. China;
3. State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, P. R. China

收稿日期:2012-05-23 修回日期:2012-10-30 出版日期:2013-02-03 发布日期:2013-01-22
通讯作者: Zhi-wu ZHU, Associate Professor, Ph.D., E-mail: zzw4455@163.com E-mail:zzw4455@163.com

Dynamic behavior of frozen soil under uniaxial strain and stress conditions

Hai-Dong ZHANG¹, Zhi-wu ZHU^1,2, Shun-Cheng SONG¹, Guo-Zheng KANG¹, Jian-Guo NING³

1. Traction Power State Key Laboratory, Southwest Jiaotong University, Chengdu 610031, P. R. China;
2. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academic Sciences, Lanzhou 730000, P. R. China;
3. State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, P. R. China

Received:2012-05-23 Revised:2012-10-30 Online:2013-02-03 Published:2013-01-22
Contact: Zhi-wu ZHU, Associate Professor, Ph.D., E-mail: zzw4455@163.com E-mail:zzw4455@163.com

摘要/Abstract

摘要：

The split Hopkinson pressure bar (SHPB) method is used to investigate the dynamic behavior of the artificial frozen soil under the nearly uniaxial strain and uniaxial stress conditions. The tests are conducted at the temperatures of −3^?C, −8^?C, −13^?C, −17^?C, −23^?C, and −28^?C and with the strain rates from 900 s⁻¹ to 1 500 s⁻¹. The nearly uniaxial stress-strain curves exhibit an elastic-plastic behavior, whereas the uniaxial stress-strain curves show a brittle behavior. The compressive strength of the frozen soil exhibits the positive strain rate and negative temperature sensitivity, and the final strain of the frozen soil shows the positive strain rate sensitivity. The strength of the frozen soil under the nearly uniaxial strain is greater than that under the uniaxial stress. After the negative confinement tests, the specimens are compressed, and the visible cracks are not observed. However, the specimens are catastrophically damaged after the uniaxial SHPB tests. A phenomenological model with the thermal sensitivity is established to describe the dynamic behavior of the confined frozen soil.

关键词: split Hopkinson pressure bar (SHPB), frozen soil, confinement, dynamic loading, high strain rate

Abstract:

Key words: dynamic loading, frozen soil, split Hopkinson pressure bar (SHPB), confinement, high strain rate

张海东朱志武宋顺成康国政宁建国. Dynamic behavior of frozen soil under uniaxial strain and stress conditions[J]. Applied Mathematics and Mechanics (English Edition), 2013, 34(2): 229-238.

Hai-Dong ZHANG;Zhi-wu ZHU;Shun-Cheng SONG;Guo-Zheng KANG;Jian-Guo NING. Dynamic behavior of frozen soil under uniaxial strain and stress conditions[J]. Applied Mathematics and Mechanics (English Edition), 2013, 34(2): 229-238.

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Dynamic behavior of frozen soil under uniaxial strain and stress conditions

Dynamic behavior of frozen soil under uniaxial strain and stress conditions

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