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Volume 38 Issue z2
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NIU Ya-qiang, WANG Xu, LIAO Meng-ke, JIANG Dai-jun, LIU De-ren. Experimental study on triaxial strength and deformation characteristics of frozen-improved loess[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 198-203. DOI: 10.11779/CJGE2016S2032
Citation: NIU Ya-qiang, WANG Xu, LIAO Meng-ke, JIANG Dai-jun, LIU De-ren. Experimental study on triaxial strength and deformation characteristics of frozen-improved loess[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 198-203. DOI: 10.11779/CJGE2016S2032
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Experimental study on triaxial strength and deformation characteristics of frozen-improved loess

  • 1. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;
    2. Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou 730070, China;
    3. National and Provincial Joint Engineering Laboratory of Road &
    Bridge Disaster Prevention and Control, Lanzhou 730070, China;
    4. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China

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  • Received Date: May 18, 2016
  • Published Date: October 19, 2016
    Graphical Abstract
    • Abstract
  • In order to study the deformation and triaxial strength behaviors of frozen loess and frozen-improved loess, a series of triaxial compression tests are conducted under confining pressure varying from 1 to 15 MPa at -6 °C. The results show that the shape of stress-strain curves presents strain softening and strain hardening successively. Both the initial tangent modulus and the volumetric strain increase at first then decrease with the increase of confining pressure. The triaxial strength of frozen loess and frozen-improved loess increases at first then decreases with the increase of confining pressure. The strength of frozen loess is enhanced after being improved, and the improvement effect of cement is more significant. Based on the Mohr-Coulomb criterion, the variation laws of generalized cohesion and internal friction angle with confining pressures of frozen loess and frozen-improved loess are obtained. Meanwhile, a nonlinear Mohr-Coulomb strength criterion for frozen loess and frozen-improved loess is proposed, which reflects the phenomenon that the triaxial strength changes nonlinearly with the increase of the confining pressure.
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