Study on Dynamic Strength Characteristics of Malan Loess

Abstract:

Vibration effect is a major inducing factor of loess slope hazards and the basis of revealing loess slope mechanism, which often changes loess structure and decreases loess strength. Based on the GDS Lab System, the dynamic triaxial test was performed by using equivalent sine wave under strain controlling. The results are described as follows: ① there is an obvious phenomenon of stress relaxation during the cyclic loading test on Malan loess, and the degree of stress relaxation decreases with the increase of confining pressure and dynamic strain. Under the low confining pressure, Malan loess reaches certain strain only by small dynamic stress within 2% strain ranges. Under high confining pressure, Malan loess will also reach certain strain value by small dynamic stress within 1% strain ranges. At the same time, with the increase of confining pressure, the peak value of dynamic stress increases gradually. ②The dynamic failure stress of Malan loess increases linearly with the increase of confining pressure. The correlation coefficient is 0.99 and the linear regression equation is бd = 0.001б3 + 0.019. ③On the basis of Molar Coulomb failure criterion, the index of dynamic strength was c =3.36kPa, φ=16°. In comparison with the static strength, the internal friction angle decreases significantly while the cohesion slightly.

• Periodical: Applied Mechanics and Materials (Volumes 170-173)
• Pages: 964-968
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.170-173.964
• Online since: May 2012
• Authors: Nian Qin Wang, Xiao Ling Liu, Dong Hai Luo, Yong Yao
• Keywords: Dynamic Strength, GDS Lab System, Malan Loess, Test Analysis

References

[1] Xie, D. (1988). Soil dynamics. Xi'an:Press of Xi'an Jiao Tong University.in Chinese.

[2] Wang, L.(2003). Loess dynamics.Beijing:Press of earthquake.in Chinese.

[3] Luo, Y.S. Xie, D. Y.,＆Chen C. L.(2001). Test Analysis of Dynamic Failure Strength of Loess under Different Moisture Conditions. Journal of Xi'an University of Technology,17, 403-407.in Chinese.

[4] Duan, R. W.,＆Li, L.,＆Wang, J.(1997). Seismic damage assessment and seismic subsidence of loess with Different properties. Northwestern Seismological Journal,19.in Chinese.

[5] Liu, B. J.,＆Zhang, X. R.,＆Chen, H.T.(2007). Study on compacted loess under strain control at dynamic triaxial test, rock and soil mechanics,6, 1073-1076.in Chinese.

[6] GB/T50269-97,Code for Measurement Method of Dynamic Properties of Subsoil[S].in Chinese.

[7] Wang, L.M.(2002). Research on earthquake disaster and reduce technologies of loess. Beijing:Institute of Engineering Mechanics, China Seismological Bureau,2001.in Chinese.

[8] Bian, J.L. Luo, Y.S.(2001). The Review and Discussion on Research of Dynamic Characteristics of Loess. Technique of Seepage Control,4,9-15.in Chinese.