Experimental study on the dynamic properties of soft clay with sand interlayers under cyclic loading

Author:

Mao Chaozeng1,Liu Ganbin1,Wang Sui2,Chen Bin2,Ma Yongzheng2

Affiliation:

1. Institute of Geotechnical Engineering, Ningbo University, Ningbo, China

2. Ningbo Institute of Construction and Communications, Ningbo University of Technology, Ningbo, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Reference17 articles.

1. Behavior of stratified sand–silt–gravel composites under seismic liquefaction conditions

2. Study on the Development of Vibratory Pore Pressure in Nanjing Silty Clay, Interlayered Silty Clay and Silt, and Silty Sand;Chen Guoxing;Chinese Journal of Geotechnical Engineering,2004

3. Experimental Study on the Liquefaction Resistance of Nanjing Silty Clay, Interlayered Silty Clay and Silt, and Silty Sand;Chen Guoxing;Journal of Disaster Prevention and Mitigation Engineering,2003

4. Experimental Study on the Dynamic Shear Modulus Ratio and Damping Ratio of Newly Deposited Soils in Nanjing;Chen Guoxing;Chinese Journal of Geotechnical Engineering,2006

5. Study on the Dynamic Properties of Saturated Layered Tailings;Chen Zhibin;Journal of Safety Science and Technology,2021

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