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Volume 37 Issue 2
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FU Hua, CHEN Sheng-Shui, HAN Hua-qiang, LING Hua, CAI Xin. Experimental study on static and dynamic properties of cemented sand and gravel[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 357-362. DOI: 10.11779/CJGE201502021
Citation: FU Hua, CHEN Sheng-Shui, HAN Hua-qiang, LING Hua, CAI Xin. Experimental study on static and dynamic properties of cemented sand and gravel[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 357-362. DOI: 10.11779/CJGE201502021
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Experimental study on static and dynamic properties of cemented sand and gravel

  • 1. Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210029, China; 3. Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing 210029, China; 4. College of Mechanics and Materials, Hohai University, Nanjing 210098, China

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  • Received Date: May 19, 2014
  • Published Date: March 01, 2015
    Graphical Abstract
    • Abstract
  • The static and dynamic triaxial shear tests and deformation tests on CSG (cemented sand and gravel) with different amounts of added cementing materials are performed. The mechanical indexes and parameters obviously increase with mixing of cementing materials and accumulation of curing days. However, the increase will become mild with further adding of the cementing materials. The deformation curve of CSG test sample is similar to that of sand-gravel sample without mixing with any cementing materials, and they both follow the trend of semi-logarithmic attenuation law. The dynamic permanent deformation of CSG increases with the increase of confining pressure, consolidation stress and dynamic stress. Thus this deformation still can be calculated using the constitutive model for dynamic residual deformation proposed by Shen Zhujiang.
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    • References (19)
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