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Volume 37 Issue 12
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CHEN Guo-xing, SUN Tian, WANG Bing-hui, LI Xiao-jun. Undrained cyclic failure mechanisms and resistance of saturated sand-gravel mixtures[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2140-2148. DOI: 10.11779/CJGE201512002
Citation: CHEN Guo-xing, SUN Tian, WANG Bing-hui, LI Xiao-jun. Undrained cyclic failure mechanisms and resistance of saturated sand-gravel mixtures[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2140-2148. DOI: 10.11779/CJGE201512002
shu

Undrained cyclic failure mechanisms and resistance of saturated sand-gravel mixtures

  • 1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China;
    2. Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing 210009, China;
    3. Institute of Geophysics, China Earthquake Administration, Beijing 100081, China

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  • Received Date: October 10, 2014
  • Published Date: December 19, 2015
    Graphical Abstract
    • Abstract
  • There are conflicting versions of influences of different factors on cyclic resistance of sand-gravel mixtures. Considering four main factors, gravel content, effective lateral confining stress, relative density and consolidation stress ratio, a series of cyclic triaxial tests were performed on the sand-gravel mixtures with 10 groups of gravel contents. The test results and findings are summarized as follows: (1) There are two failure mechanisms of the sand-gravel mixtures under different test conditions, i.e., cyclic liquefaction and cyclic failure; (2) The excess pore pressure of a 100% and the accumulated axial strain of a 5% are adopted as the criterion for the cyclic liquefaction and the cyclic failure of the specimens, respectively; (3) An index of the sand-gravel skeleton void ratio () is employed to represent the packing condition of skeleton particles and filler particles in the sand-gravel mixtures; (4) The mean correlation representing the exponential relationship between the cyclic resistance ratio (CRR) causing cyclic liquefaction or cyclic failure at the presupposed number of cycles and the of sand-gravel mixtures is derived.
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    • References (34)
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