导航菜单

Faculty


Hai-Qing Yang                                      
Associate Professor, Ph.D
School of Civil Engineering, Chongqing University, Chongqing, 400045, China
Fax: 0086-23-65123511
Email: yanghaiqing06@163.com

Education
  • PH.D. 12/2010,      Chongqing University

  • M.S.  7/2006,       Chongqing University

  • B.S.  7/2001,        Chongqing University


Career Details
  • Associate Professor,  Chongqing University (Sep 2014)

  • Visiting scholar,       University of California, Los Angeles (Mar 2013- Mar 2014)


Research Interests                                        
  • Rock mechanics;fracture and damage behavior of rock; Discontinuous deformation analysis

  • landslides; stability and run-out analysis


Research Projects
  • National Natural Science Foundation of China (No. 51409026): Mechanism of relaxation damage for intermittent crack weakened hard rock mass at depth and its numerical simulation (Principle Investigator, Jan 2015-Dec 2017)


Latest Publications
  • Haiqing Yang, Da Huang, Xiuming Yang, Xiaoping Zhou. Analysis model for the excavation damage zone in surrounding rock mass of circular tunnel [J]. Tunnelling and Underground Space Technology, 2013,35(3):78-88. (SCI)

  • Yang H Q, Huang D. Analysis on the progressive failure process of backfill soil under seismic loads[J]. KSCE Journal of Civil Engineering, 2014,18(1):113-123. (SCI)

  • Yang H Q, Zeng Y Y, Lan Y F, Zhou X P. analysis of the excavation damaged zone around a tunnel accounting for geostress and unloading[J]. International Journal of Rock Mechanics & Mining Sciences. 2014,69:59-66. (SCI)

  • Yang H Q, Lan Y F, Lu L, Zhou X P. A quasi-three-dimensional spring- deformable-block model for runout analysis of rapid landslide motion[J]. Engineering Geology, 2015,185:20-32. (SCI)  

  • Haiqing Yang, He Wang, Xiaoping Zhou. Analysis on the rock-cutter interaction mechanism during the TBM tunneling process[J]. Rock Mechanics and Rock Engineering, 2016,49:1073-1090. (SCI)

  • Haiqing Yang, He Wang, Xiaoping Zhou. Analysis on the damage behavior of mixed ground during TBM cutting process[J]. Tunnelling and Underground Space Technology, Doi:10.1016.j.tust.2016.02.014. (SCI)

  • X P Zhou, H Q Yang. Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses. International Journal of Rock Mechanics & Mining Sciences. 2012,55:15-27. (SCI)

  • Xiao-Ping Zhou, Hai-Qing Yang, Yong-Xing Zhang, Mao-Hong Yu. The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses. Computers and Geotechnics, 2009,36(5):861-870. (SCI)

  • Zhou X P, Yang H Q, Zhang Y X. Rate dependent critical strain energy density factor of Huanglong limestone. Theoretical and Applied Fracture Mechanics, 2009,51(1):57-61. (SCI)

  • Zhou X P, Yang H Q. Elastoplastic solution for an eccentric crack loaded by two pairs of point tensile forces. Theoretical and Applied Fracture Mechanics, 2009,51(1):62-72. (SCI)

  • Zhou X. P., Yang H. Q. Micromechanical modeling of dynamic compressive responses of mesoscopic heterogeneous brittle rock. Theoretical and Applied Fracture Mechanics, 2007, 48 (1):1-20. (SCI)