General

Chunguang Li:
Email: cgli@whrsm.ac.cn 
Telephone: 027-87198213
Address: Chinese Academy of Sciences, Wuhan 430071, China

 Postcode: 430071

http://blog.sciencenet.cn/u/chunguangli 

https://www.researchgate.net/profile/Chunguang_Li4

Publications


Papers

[1]    LI C, LI C, ZHAO R, et al. A strength criterion for rocks [J]. Mech Mater, 2021,

[2]    LI* C, LI C, SUN C. Upper Bound Limit Analysis of Anisotropic Soils [J]. Cmc-Comput Mater Con, 2020, 65(3): 2607–21.

[3]    LI* C. Void ratio-permeability relations for clays [J]. Q J Eng Geol Hydroge, 2020, 53(298–303.

[4]    CUI H, LI* C, ZHENG H. The generation of non-ordinary state-based peridynamics by the weak form of the peridynamic method [J]. Math Mech Solids, 2020, 25(8): 1544-67.

[5]    CUI H, LI C, ZHENG H. A higher-order stress point method for non-ordinary state-based peridynamics [J]. Eng Anal Bound Elem, 2020, 117(104-18.

[6]    LI C, SUN G, GUO M, et al. Permeability of porous media under confining pressure [J]. Geophys J Int, 2019, 216(3): 2017-24.

[7]    LI C, LI C, SUN C, et al. Lower Bound Limit Analysis of Anisotropic Soils [J]. Cmc-Comput Mater Con, 2018, 54(1): 21-41.

[8]    HUANG Y, LI C. Back-Analysis for the Elasto-Viscoplastic Parameters of Landslides Based on the Observed Displacements: A Case Study of theWujiang Landslide, China [J]. Arab J Sci Eng, 2018, 44(5): 4639-51.

[9]    LI C, SUN C, LI C, et al. Lower bound limit analysis by quadrilateral elements [J]. J Comput Appl Math, 2017, 315 ( 319-26.

[10]  SUN G, HUANG Y, LI C, et al. Formation mechanism, deformation characteristics and stability analysis of Wujiang landslide near Centianhe reservoir dam [J]. Eng Geol, 2016, 211(27-38.

[11]  ZHENG H, LIU F, LI C. Primal mixed solution to unconfined seepage flow in porous media with numerical manifold method [J]. Appl Math Model, 2015, 39(2): 794-808.

[12]  DENG Q, LI C G, TANG H. A Smooth System of Equations Approach to Complementarity Problems for Frictionless Contacts [J]. Mathematical Problems in Engineering,2015,(2015-9-29), 2015, 2015(PT.18): 1-9.

[13]  GUO M, WANG S, GE X, et al. A new practical method for two-dimensional slope stability analysis [J]. Disaster Advances, 2013, 6(258-68.

[14]  DENG Q, LI C G, WANG S L, et al. A new method to the treatment of corners in the BEM [J]. Eng Anal Bound Elem, 2013, 37(1): 182-6.

[15]  DENG Q, LI C, TANG H, et al. Determination of potential sliding line of slope by Boundary Element Method [J]. Disaster Advances, 2012, 5(4): 648-51.

[16]  DENG Q, LI C, WANG S, et al. A nonlinear complementarity approach for elastoplastic problems by BEM without internal cells [J]. Eng Anal Bound Elem, 2011, 35(3): 313-8.

[17]  DENG Q, GUO M, LI C, et al. Vector sum method for slope stability analysis based on boundary element method [J]. Rock and Soil Mechanics, 2010, 31(6): 1971-6.

[18]  GUANHUA S, HONG Z, CHUNGUANG L I. Searching critical slip surface of slopes based on equivalent plastic strain [J]. Rock and Soil Mechanics, 2008, 29(5): 1159-63.

[19]  LI C, GE X R, ZHENG H, et al. Two-Parameter Parabolic Mohr Strength Criterion and Its Damage Regularity [J]. Key Engineering Materials, 2006, 306(327-32.

Students

已指导学生

朱宇飞  硕士研究生  081401-岩土工程  

邓琴  博士研究生  081401-岩土工程  

王志芬  硕士研究生  081401-岩土工程  

赵嵘  博士研究生  081401-岩土工程  

赵晨  硕士研究生  085213-建筑与土木工程  

崔昊  博士研究生  080104-工程力学  

现指导学生

代立现  硕士研究生  080104-工程力学  

周磊  博士研究生  080104-工程力学  

曾彦  博士研究生  080104-工程力学