Tensile strength of frozen loess varying with strain rate and temperature

Peng Wanwei

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Volume 20 Issue 3

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Chinese Journal of Geotechnical Engineering > 1998 > 20(3): 31-33.

Peng Wanwei. Tensile strength of frozen loess varying with strain rate and temperature[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 31-33.

Citation:

Peng Wanwei. Tensile strength of frozen loess varying with strain rate and temperature[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 31-33.

Citation:

Peng Wanwei. Tensile strength of frozen loess varying with strain rate and temperature[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 31-33.

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Tensile strength of frozen loess varying with strain rate and temperature

Peng Wanwei

State key Laboratoryof Frozen soil Engineering LIGG CAS Lanzhou 730000

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Published Date: May 21, 1998

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Abstract

Abstract

The tensile strength of saturated frozenloess depends on a number of factors, among which the strain rate and temperature are of great significance.Based on experiments,the paper obtained the stress-strain relanonsof frozen loess under tensile tests.Moreover,the effects of strain rate and temperature on ultimate tensile strength were analyzed and the relevant equations were presented.
- frozen loess,
- tensile strength,
- strain rate,
- temperature