2015 Vol. 21, No. 3
Article Contents

SUN Wei-yu, Liang Qing-guo, YAN Song-hong, OU Er⁃feng, SHAO Sen-lin. EXPERIMENTAL STUDY ON TENSILE STRENGTH OF UNDISTUBED Q2 LOESS FROM YANAN SHANNXI, CHINA[J]. Journal of Geomechanics, 2015, 21(3): 386-392.
Citation: SUN Wei-yu, Liang Qing-guo, YAN Song-hong, OU Er⁃feng, SHAO Sen-lin. EXPERIMENTAL STUDY ON TENSILE STRENGTH OF UNDISTUBED Q2 LOESS FROM YANAN SHANNXI, CHINA[J]. Journal of Geomechanics, 2015, 21(3): 386-392.

EXPERIMENTAL STUDY ON TENSILE STRENGTH OF UNDISTUBED Q2 LOESS FROM YANAN SHANNXI, CHINA

  • The unconfined compressive and penetration tensile tests were conducted with different loading rates on undisturbed Q2 loess from Baotashan Tunnel in Yan'an, Shanxi, and the impacts on the unconfined compressive strength and tensile strength were studied. It shows that the loading rates have a great impact on the compressive strength and tensile strength, which all increase with the increase of loading speed. The ratios of height to diameter have a great influence on the tensile strength of the Q2 loess, when the ratio of height to diameter of the samples is about 1.0, the impact on the tensile strength tends to be relatively small. Therefore, when the tensile strength of loess is to be measured by axial unconfined penetration test, the ratio of height to diameter of the samples should be 1.0. Within the scope of the test loading rates, the loading rates have little effect on the ratios of compressive strength to tensile ratio for the undisturbed Q2 loess in Baotashan tunnel, which vary between 9.88 and 13.68.

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