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Volume 38 Issue 8
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WANG Ting-bo, FU Zhong-zhi, CHEN Sheng-shui, HAN Hua-qiang. Residual deformation model for rock-fill materials[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1399-1406. DOI: 10.11779/CJGE201608006
Citation: WANG Ting-bo, FU Zhong-zhi, CHEN Sheng-shui, HAN Hua-qiang. Residual deformation model for rock-fill materials[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1399-1406. DOI: 10.11779/CJGE201608006
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Residual deformation model for rock-fill materials

  • 1. College of Civil Engineering, Tongji University, Shanghai 200092, China;; 2. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China;; 3. Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing 210024, China

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  • Received Date: July 23, 2015
  • Published Date: August 24, 2016
    Graphical Abstract
    • Abstract
  • Large scale triaxial shear tests on rock-fill materials are performed to study the residual deformation behaviors of rock-fill materials by using the large-scale triaxial apparatus. The characteristics of residual deformation of cushion material, excavated material and main rock-fill with two different densities are the focuses of this study. Based on enough test results, it is revealed that the generated shear strain after the application of the first cycle of loading is the main part of the residual shear strain, and its development relates to the accumulation rate of the residual shear strain as the loading cycle increases. In the set test vibration times, the convergence trend does not appear. In contrast, the rock-fill materials have asymptotic volumetric behaviors under cyclic loading. On the basis of test data, a residual deformation model with eight parameters is proposed, which can well reflect the development of the residual strain. And the parameters can be calibrated by dynamic triaxial tests.
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