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Relationship between Porosity and the Constitutive Model Parameters of Rockfill Materials

  • Published:2019-02 Issue:2 Volume:31 Page:04018384
  • ISSN:0899-1561
  • Container-title:Journal of Materials in Civil Engineering
  • language:en
  • Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Donghai1,Chen Hui2

Affiliation:

1. Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300354, China (corresponding author).

2. Ph.D. Candidate, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300354, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Cooling Effect of Crushed Rock-Based Embankment along the Chaidaer-Muli Railway

2. Comparison between Duncan and Chang’s EB Model and the Generalized Plasticity Model in the Analysis of a High Earth-Rockfill Dam

3. Nonlinear analysis of stress and strain in soils;Duncan J. M.;J. Soil. Mech. Found. Div.,1970

4. Testing and micromechanical modelling of rockfill materials considering the effect of stress path;Feng W.;Math. Prob. Eng.,2016

5. Experimental study on engineering properties of rockfill under high stress state;Fu H.;J. Hydraul. Eng.,2014

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