电邮这篇文章 Effect of the Mass Fraction of Ice on the Strain Rate Dependence of Strength under Dynamic Fracture of Frozen Soil
- 作者: Balandin V.V.1,2, Selyutina N.S.2,3, Petrov Y.V.1,2,3
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隶属关系:
- Research Institute of Mechanics of the Lobachevsky State University of Nizhny Novgorod
- Institute for Problems of Mechanical Engineering
- St. Petersburg State University
- 期: 卷 60, 编号 3 (2019)
- 页面: 533-538
- 栏目: Article
- URL: https://journals.rcsi.science/0021-8944/article/view/161574
- DOI: https://doi.org/10.1134/S0021894419030167
- ID: 161574
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详细
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.
作者简介
V. Balandin
Research Institute of Mechanics of the Lobachevsky State University of Nizhny Novgorod; Institute for Problems of Mechanical Engineering
Email: nina.selutina@gmail.com
俄罗斯联邦, Nizhny Novgorod, 603600; St. Petersburg, 199178
N. Selyutina
Institute for Problems of Mechanical Engineering; St. Petersburg State University
编辑信件的主要联系方式.
Email: nina.selutina@gmail.com
俄罗斯联邦, St. Petersburg, 199178; St. Petersburg, 199034
Yu. Petrov
Research Institute of Mechanics of the Lobachevsky State University of Nizhny Novgorod; Institute for Problems of Mechanical Engineering; St. Petersburg State University
Email: nina.selutina@gmail.com
俄罗斯联邦, Nizhny Novgorod, 603600; St. Petersburg, 199178; St. Petersburg, 199034
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