Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (3): 775-782.doi: 10.16285/j.rsm.2020.1093

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on dynamic properties and energy dissipation of loess under passive confining pressure conditions

XIONG Zhong-ming1, 2, LÜ Shi-hong1, 3, LI Yun-liang3, ZHAO Qi-feng3, LI Jin3, TAN Shu-shun3, ZHANG Xiang-rong3, ZHU Yu-rong3, JIANG Lei2, 3, YANG Qi-fan3, 4, ZHANG Ning-bo2, 3, ZHANG Zi-dong3   

  1. 1. XAUAT UniSA An De College, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710311, China; 2. College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, China; 3. Northwest Institute of Nuclear Technology, Xi’an, Shaanxi 710024, China; 4. College of Information and Control Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, China
  • Received:2020-07-28 Revised:2020-12-30 Online:2021-03-11 Published:2021-03-17
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(11872318).

Abstract: In order to investigate the dynamic properties and energy dissipation of loess under passive confining pressure condition, a Φ100 mm split Hopkinson pressure bar (SHPB) apparatus was used to conduct dynamic compression tests on loess samples with different initial densities at different impact speeds. The validity of the experiment was verified by considering the stress equilibrium and constant strain rate, the dynamic stress-strain curve and absorbed energy time history curve of the loess sample were obtained. Experimental results show that when the strain rate is in the range of 330~620 s?1, the yield strength of the loess sample with the initial density of 1.7 g/cm3 and the moisture content of 4.45% is less affected by the strain rate, and the strain rate effect is not obvious. When the strain rate is about 445 s?1, the yield strength, dynamic peak stress and specific energy absorption of the loess sample with a moisture content of 3.77% increase with the increase of the initial density of the sample. In the incident energy range of 1 700~5 500 J, the energy dissipation rate of the loess sample with the initial density of 1.7 g/cm3 and the moisture content of 4.45% is about 27%, and the specific energy absorption increases with the increase of incident energy. The test results can provide technical reference for the construction and protection of military and civil engineering construction related to loess.

Key words: loess, SHPB, dynamic mechanical properties, energy dissipation, strain rate, density

CLC Number: 

  • TU444
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