Elastoplastic Constitutive Model of Sand–Gravel Composites Considering the Whole Shearing Process-Reference-Cited by-同舟云学术

Elastoplastic Constitutive Model of Sand–Gravel Composites Considering the Whole Shearing Process

Published:2022-09 Issue:9 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wang Xingliang¹,Xu Bin²,Tang Chong³,Zhou Chenguang⁴,Pang Rui⁵

Affiliation:

1. Ph.D. Candidate, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Professor, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

3. Professor, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

4. Engineer, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

5. Associate Professor, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002142

Reference71 articles.

1. Effect of Particle Shape on the Mechanical Behavior of Natural Sands

2. The critical state of sands

3. Elastoplastic constitutive model for cement-sand-gravel material;Cai X.;Chin. J. Geotech. Eng.,2016

4. A novel settlement forecasting model for rockfill dams based on physical causes

5. Cyclic Behaviors of Saturated Sand-Gravel Mixtures under Undrained Cyclic Triaxial Loading

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental studies on the interfacial shear characteristics between joint concrete and foamed polymer in cross-river shield tunnel;Structures;2024-10

2. Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-03

3. Study on long-term service behavior of concrete face rockfill dam considering actual construction quality and constitutive model improvements;Computers and Geotechnics;2024-04

4. Breakage critical state of gravels with different gradings. Part II: Constitutive modelling;Transportation Geotechnics;2023-11

5. A theoretical model for evaluating the deterioration of mechanical properties of rockfill materials;Computers and Geotechnics;2023-11