Effect of the Mass Fraction of Ice on the Strain Rate Dependence of Strength under Dynamic Fracture of Frozen Soil

被引:0
作者
V. V. Balandin
N. S. Selyutina
Yu. V. Petrov
机构
[1] Research Institute of Mechanics of the Lobachevsky State University of Nizhny Novgorod,Institute for Problems of Mechanical Engineering
[2] Russian Academy of Sciences,undefined
[3] St. Petersburg State University,undefined
来源
Journal of Applied Mechanics and Technical Physics | 2019年 / 60卷
关键词
frozen sandy soil; strength; strain rate; ice mass fraction;
D O I
暂无
中图分类号
学科分类号
摘要
Experimental dependences of the strength of frozen sandy soil on strain rate are analyzed using a structural–temporal approach. Results of dynamic uniaxial compression tests at a temperature of −18°C and strain rates of 400 to 2600 s−1 of frozen sandy soil specimens of two types with an ice mass fraction of 10 and 18% measured at room temperature are presented. The strain rate dependence at different freezing temperatures of frozen sand with an ice mass fraction of 30% is studied using known experimental data.
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页码:533 / 538
页数:5
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