Email this article Effect of the Mass Fraction of Ice on the Strain Rate Dependence of Strength under Dynamic Fracture of Frozen Soil
- Authors: Balandin V.V.1,2, Selyutina N.S.2,3, Petrov Y.V.1,2,3
-
Affiliations:
- Research Institute of Mechanics of the Lobachevsky State University of Nizhny Novgorod
- Institute for Problems of Mechanical Engineering
- St. Petersburg State University
- Issue: Vol 60, No 3 (2019)
- Pages: 533-538
- Section: Article
- URL: https://journals.rcsi.science/0021-8944/article/view/161574
- DOI: https://doi.org/10.1134/S0021894419030167
- ID: 161574
Cite item
Open Access
Access granted
Subscription Access
Abstract
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.
Keywords
About the authors
V. 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
Russian Federation, Nizhny Novgorod, 603600; St. Petersburg, 199178
N. S. Selyutina
Institute for Problems of Mechanical Engineering; St. Petersburg State University
Author for correspondence.
Email: nina.selutina@gmail.com
Russian Federation, St. Petersburg, 199178; St. Petersburg, 199034
Yu. V. 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
Russian Federation, Nizhny Novgorod, 603600; St. Petersburg, 199178; St. Petersburg, 199034
Supplementary files
