Study on fractional-order elastic-plastic constitutive model of river silt based on critical state theory
Author:
Affiliation:
1. College of Water Conservancy Engineering, Zhengzhou University, Zhengzhou, China
2. Henan Jiaoyuan Engineering Technology Co., Ltd, Zhengzhou, China
3. Henan Water Conservancy Survey., LTD, Zhengzhou, China
Funder
National Natural Science Foundation of China
Key Projects of High Schools of Henan province
Natural Science Foundation of Henan Province
Youth Talent Promotion Project of Henan Province
Key Specialized Research and Development Breakthrough in Henan Province
China Postdoctoral Science Foundation
NSFC
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2149371
Reference26 articles.
1. A state parameter for sands
2. Comparative study of shear strength characteristics of dry cohesionless sands from triaxial, plane-strain and direct shear tests
3. Linear Representation of Steady-State Line for Sand
4. A sand model with state-dapendent dilatancy
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