General
Research Areas
Engineering geology, geotechnical engineering
Education
Professor Qin Siqing ,born in Xingtang, Heibei Province in1964,graduated in the department of Geology of North China Institute of Water Conservancy and Hydropower in 1986,received his Master’s degree and Ph. D. from Northeastern University in 1989 and 1992 ,and done postdoctoral research in Chengdu University of Technology from 1992 to 1994. |
Publications
Books:
（1）Siqing Qin,Zhuoyuan Zhang,Shitian Tian,Ruiqiu Huang.1993, An introduction to nonlinear engineering geology.Southwest Jiaotong University Press,Chengdu.
（2）Siqing Qin,Zaoding Li, Zhuoyuan Zhang,Ronggui Deng.1993,An introduction to acoustic emission techiques in rocks.Southwest Jiaotong University Press,Chengdu.
(3)Siqing Qin,Linhai Wan,Tianpeng Tang et al.1998, Optimal Design of deep foundation.Seismological Press,Beijing.
（4）Siqing Qin,Jiandang Wang.1999, mechanism and optimal design of soil nail. Geological Publishing House,Beijing.
(5) Siqing Qin,Sijing Wang,Qiang Sun et al. Basis of nonlinear rock-soil mechanics. Geological Publishing House,Beijing.
Papers:
（1）Siqing Qin, Sijing Wang, Hui Long, Jun Liu, 1999, A new approach to estimating geo-stresses from laboratory Kaiser effect measurements, International Journal of Rock Mechanics and Mining Science，Vol.36,1073-1077（SCI & EI）.
（2）Siqing Qin,2000, Recognition method for landslide disaster mutations and exception,Rock and Soil Mechanics, Vol.21, No.1,36-39(EI).
（3）Siqing Qin,2000,The preliminary discussion of dissipative structure formation mechanism in process of loss of stability,Chinese Journal of rock mechanics and engineering, Vol.19, No.3, 265-269(EI)。
（4）Siqing Qin,2000, The mutation model and chaos mechanism of Slope instability ,Chinese Journal of rock mechanics and engineering, Vol.19, No.3, 265-269(EI)。
（5）Siqing Qin,2000, The elastic ground resistance method of foundation pit protection design, Journal of Engineering Geology, Vol.19, No.3, 265-269(EI)。
（6）Q.Siqing, W.Sijing, 2000, A homomorphic model for identifying abrupt abnormalities of landslide forerunners, Engineering Geology, Vol.57, 163-168（SCI ）.
（7）Siqing Qin, Sijing Wang, Jiu Jimmy Jiao, 2001, The predictable time scale of landslide, Bulletin of Engineering Geology and the Environment, 59:307-312.
（8）Siqing Qin, Jiu Jimmy Jiao, Sijing Wang, 2001, A cusp catastrophe model of instability of slip-buckling slope, Rock Mechanics and Rock Engineering, Vol.34(2),119-134（SCI & EI）.
（9）Siqing Qin, Jiu Jimmy Jiao, Sijing Wang, 2001, A Nonlinear Catastrophe Model of Instability of Planar-slip Slope and Chaotic Dynamical Mechanisms of Its Evolutionary Process, International Journal of Solids and Structures, Vol.38,8093-8109（SCI & EI）.
（10）Siqing Qin, Jiu Jimmy Jiao, Sijing Wang, 2002,A nonlinear dynamical model of landslide evolution, Geomorphology, Vol.43,77-85（SCI）.
（11）Siqing Qin,Xiwei Xu,Ping Hu et al, 2010, Brittle failure mechanism of multiple locked patches in a seismogenic fault system and exploration on a new way for earthquake prediction,Vol53(4):1001-1014.(SCI)
（12）Siqing Qin, Yuanyuan Wang,Ping Ma,2010, Exponentail laws of critical displacement evolution for landslides and avalanches, Vol 2010,29(5):873-880(EI).
（1）Siqing Qin,Zhuoyuan Zhang,Shitian Tian,Ruiqiu Huang.1993, An introduction to nonlinear engineering geology.Southwest Jiaotong University Press,Chengdu.
（2）Siqing Qin,Zaoding Li, Zhuoyuan Zhang,Ronggui Deng.1993,An introduction to acoustic emission techiques in rocks.Southwest Jiaotong University Press,Chengdu.
(3)Siqing Qin,Linhai Wan,Tianpeng Tang et al.1998, Optimal Design of deep foundation.Seismological Press,Beijing.
（4）Siqing Qin,Jiandang Wang.1999, mechanism and optimal design of soil nail. Geological Publishing House,Beijing.
(5) Siqing Qin,Sijing Wang,Qiang Sun et al. Basis of nonlinear rock-soil mechanics. Geological Publishing House,Beijing.
Papers:
（1）Siqing Qin, Sijing Wang, Hui Long, Jun Liu, 1999, A new approach to estimating geo-stresses from laboratory Kaiser effect measurements, International Journal of Rock Mechanics and Mining Science，Vol.36,1073-1077（SCI & EI）.
（2）Siqing Qin,2000, Recognition method for landslide disaster mutations and exception,Rock and Soil Mechanics, Vol.21, No.1,36-39(EI).
（3）Siqing Qin,2000,The preliminary discussion of dissipative structure formation mechanism in process of loss of stability,Chinese Journal of rock mechanics and engineering, Vol.19, No.3, 265-269(EI)。
（4）Siqing Qin,2000, The mutation model and chaos mechanism of Slope instability ,Chinese Journal of rock mechanics and engineering, Vol.19, No.3, 265-269(EI)。
（5）Siqing Qin,2000, The elastic ground resistance method of foundation pit protection design, Journal of Engineering Geology, Vol.19, No.3, 265-269(EI)。
（6）Q.Siqing, W.Sijing, 2000, A homomorphic model for identifying abrupt abnormalities of landslide forerunners, Engineering Geology, Vol.57, 163-168（SCI ）.
（7）Siqing Qin, Sijing Wang, Jiu Jimmy Jiao, 2001, The predictable time scale of landslide, Bulletin of Engineering Geology and the Environment, 59:307-312.
（8）Siqing Qin, Jiu Jimmy Jiao, Sijing Wang, 2001, A cusp catastrophe model of instability of slip-buckling slope, Rock Mechanics and Rock Engineering, Vol.34(2),119-134（SCI & EI）.
（9）Siqing Qin, Jiu Jimmy Jiao, Sijing Wang, 2001, A Nonlinear Catastrophe Model of Instability of Planar-slip Slope and Chaotic Dynamical Mechanisms of Its Evolutionary Process, International Journal of Solids and Structures, Vol.38,8093-8109（SCI & EI）.
（10）Siqing Qin, Jiu Jimmy Jiao, Sijing Wang, 2002,A nonlinear dynamical model of landslide evolution, Geomorphology, Vol.43,77-85（SCI）.
（11）Siqing Qin,Xiwei Xu,Ping Hu et al, 2010, Brittle failure mechanism of multiple locked patches in a seismogenic fault system and exploration on a new way for earthquake prediction,Vol53(4):1001-1014.(SCI)
（12）Siqing Qin, Yuanyuan Wang,Ping Ma,2010, Exponentail laws of critical displacement evolution for landslides and avalanches, Vol 2010,29(5):873-880(EI).