THERMAL SCIENCE

International Scientific Journal

Zhi-Wu Zhu

,

Yue Ma

,

Hai-Dong Zhang

,

Wei-Dong Song

,

Yuan-Chao Gan

EVALUATION OF THERMAL EFFECTS AND STRAIN-RATE SENSITIVITY IN FROZEN SOIL

ABSTRACT
Temperature variation is one important factor that affects the dynamic mechanical properties of frozen soil under impact loading. Thermal damage is a collective phenomenon that can be caused by temperature variation. This paper investigates the effects of thermal damage on strain course. A split Hopkinson pressure bar was employed to investigate the dynamic mechanical characteristics of frozen soil at different temperatures and different strain rates. The stress-strain curves were obtained under impact loading. The compressive strength of frozen soil showed a negative temperature sensitivity and positive strain-rate trend. Specifically, the strength of frozen soil increased with decreasing temperatures and increasing strain rates.
KEYWORDS
thermal effect, compressive, temperature, yield, crack
PAPER SUBMITTED: 2013-11-27
PAPER REVISED: 2014-04-30
PAPER ACCEPTED: 2014-07-02
PUBLISHED ONLINE: 2015-01-04
DOI REFERENCE: https://doi.org/10.2298/TSCI1405631Z
CITATION EXPORT: view in browser or download as text file
THERMAL SCIENCE YEAR 2014, VOLUME 18, ISSUE Issue 5, PAGES [1631 - 1636]
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Evaluation of thermal effects and strain-rate sensitivity in frozen soil

© 2024 Society of Thermal Engineers of Serbia. Published by the Vinča Institute of Nuclear Sciences, National Institute of the Republic of Serbia, Belgrade, Serbia. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution-NonCommercial-NoDerivs 4.0 International licence