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


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Аннотация

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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Авторлар туралы

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
Ресей, Nizhny Novgorod, 603600; St. Petersburg, 199178

N. Selyutina

Institute for Problems of Mechanical Engineering; St. Petersburg State University

Хат алмасуға жауапты Автор.
Email: nina.selutina@gmail.com
Ресей, 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
Ресей, Nizhny Novgorod, 603600; St. Petersburg, 199178; St. Petersburg, 199034

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