JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2015, Vol. 32 ›› Issue (8): 78-83.DOI: 10.3969/j.issn.1001-5485.2015.08.014

• ROCK SOIL ENGINEERING • Previous Articles     Next Articles

Creep Damage Model of Q2 Loess in Consideration ofMoisture Content Based on Fractional Calculus

TANG Hao1,3, DUAN Zhao2, ZHAO Fa-suo3, SONG Fei3, LI Xiang-ning3   

  1. 1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059,China;
    2.School of Geology and Environment, Xi’an University of Science and Technology, Xi’an 710054, China;
    3.College of Geology Engineering and Surveying Engineering,Chang’an University, Xi’an 710054,China
  • Received:2014-02-24 Online:2015-08-20 Published:2015-08-18

Abstract:

Triaxial creep tests on Q2 loess of different moisture contents were carried out to explore the creep properties of water-containing Q2 loess. Test results show that the rheological property of Q2 loess strengthens with the increase of moisture content. Furthermore, since the soft-matter element built by fractional calculus could simulate the material between ideal solid and ideal fluid, a four-element nonlinear creep model which contains the soft-matter element was applied to fit data, and the model parameters under different moisture contents were analyzed. The results suggest that instantaneous deformation modulus EH and viscoelastic coefficient ξ1 have a negative relationship with moisture content with an exponential decline. A water damage evolution equation of each creep parameter was obtained by introducing the water damage variable D(ω), which was further used to establish a nonlinear creep model in consideration of water damage effect. The nonlinear creep model was verified by test data. It was proved that the nonlinear creep model considering water damage could effectively characterize the overall rheological property of Q2 loess,and has a good application prospect.

Key words: Q2 loess, creep test, moisture content, nonlinear, damage, creep model

CLC Number: