Experimental study on cyclic shear stiffness and damping ratio of
carbonate sand-steel interface
RUI Sheng-jie1, 2, GUO Zhen1, 2, WANG Li-zhong1, 2, ZHOU Wen-jie1, 2, LI Yu-jie1, 2
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, Zhejiang 310058, China
2. Key Laboratory of Offshore Geotechnics and Material of Zhejiang Province, Zhejiang University, Hangzhou, Zhejiang 310058, China
Online:2020-09-18
Published:2020-09-23
Contact:
GUO Zhen, male, born in 1982, PhD, associate Professor, mainly engaged in the research work of offshore geotechnics。E-mail: nehzoug@163.com
E-mail:ruishengjie@zju.edu.cn
About author: RUI Sheng-jie, male, born in 1994, PhD candidate, mainly engaged in the research work of carbonate sands characteristics.
Supported by:
This work was supported by the Ministry of Industry and Information Technology with the Research Project in the Fields of High-tech Ships ([2016]22), the National Natural Science Foundation of China (51779220), Zhejiang Provincial Natural Science Foundation of China (LHZ19E090003), the Key Research and Development Program of Zhejiang Province (2018C03031) and the Fundamental Research Funds for the Central Universities (2019QNA4038).
RUI Sheng-jie, GUO Zhen, WANG Li-zhong, ZHOU Wen-jie, LI Yu-jie, . Experimental study on cyclic shear stiffness and damping ratio of
carbonate sand-steel interface[J]. Rock and Soil Mechanics, 2020, 41(1): 78-86.