Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (5): 1591-1598.doi: 10.16285/j.rsm.2019.0690

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of fine particles migration mechanism of sand-silt mixtures under train load

ZHANG Sheng1, 2, GAO Feng1, 2, CHEN Qi-lei2, SHENG Dai-chao2, 3   

  1. 1. National Engineering Laboratory for Construction Technology of High Speed Railway, Central South University, Changsha, Hunan 410075, China; 2. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China; 3. School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia
  • Received:2019-04-16 Revised:2019-09-10 Online:2020-05-11 Published:2020-07-07
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51722812), the Science Foundation for Distinguished Young Scholars of Hunan Province (2017JJ1033) and the Autonomous Exploration Project of Central South University (2019zzts293).

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Abstract: The study of dynamic-hydraulic characteristics and fine particle migration of sand-silt mixtures under load is the basis and key for analyzing the mesoscopic disaster-causing mechanism and evolution mechanism of natural or engineering disasters such as vibration liquefaction and mud pumping etc. The experimental study on fine particles migration mechanism of saturated sand-silt mixtures under combined dynamic-static train load was carried out by using the self-developed test system. The experimental results show that the axial deformation of the sample exhibits a “stepped” change trend. The total stress distribution shows an exponential decrease with increasing depth. The pore water pressure in the sample experiences the cyclic process of accumulation under dynamic loading and dissipation under static loading. In this process, the axial gradient of pore water pressure gradually forms a "pumping" effect on pore water, which causes the migration of fine particles and water. Furthermore, by analyzing the composition change of three particle size groups contents and effective diameter d10 of different layers of the sample, it is analyzed the combined dynamic-static loads affect fine particle migration in saturated sand-silt mixtures.

Key words: cyclic loading, test system, sand-silt mixtures, fine particle migration, pore water pressure

CLC Number: 

  • TU 411
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