teachers

Name:ZHANG Kunyong 

Professional title: Professor

Contact:

Email:ky_zhang@hhu.edu.cn

Major:

Geotechnical engineering

Research interests:

Main Characteristics of Soil

Slope engineering  

Working experiences:

2004.6-present, Instructor, Hohai University

Education experiences:

2000.9-2004.6, PhD candidate,Hohai University

1997.9-2000.6, Master student, Hefei University of Technology

1993.9-1997.6, Bachelor student, Hefei University of Technology

Publications:

Zhang Kunyong, Charkley Nai Frederick. Discussion of “Numerical Investigation of Geosynthetic-Reinforced Soil Bridge Abutments under Static Loading” by Yewei Zheng and Patrick J. Fox. Journal of Geotechnical and Geoenvironmental Engineering. J. Geotech. Geoenviron. Eng., 2017, 143(4): 07016031doi:10.1061/(ASCE)GT.1943-5606.0001622 SCI

Zhang Kunyong, Charkley Nai Frederick. Experimental investigation on compaction and atterberg limits characteristics of soil. KSCE Journal of Civil Engineering (2017) 21(2):546-553 SCI

Zhang Kunyong, Charkley Nai Frederick. An anisotropic constitutive model of geomaterials based on true triaxial testing and its application. Journal of Central South University (2017) 24: 1430-1442 SCI

*Kunyong Zhang, Yingbo Ai. Comparison and Application of Different Elasto-plastic Constitutive Models in FEM Analysis of an Excavated Soil Slope. Journal of Civil Engineering and Management. 18(6)，pp 802–810, 2012 doi:10.3846/13923730.2012.720931 SCI

Jung, Jai K.; Koo, Dae H. (Dan); *Zhang, Kunyong. Verification of the Pipe Depth Dependent Model using a finite element analysis,TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY. 39(SI), pp 34-40   2014 doi:10.1016/j.tust.2012.02.024 SCI

Yuan, Shuaijie; *Zhang, Kunyong; Liu, Zijian;.Numerical tests on laterally loaded drilled shafts socketed in rock, ADVANCED CONSTRUCTION TECHNOLOGIES  Advanced Materials Research   Vol: 919-921   pp: 706-709   2014 doi:10.4028/www.scientific.net/AMR.919-921.706 SCI

Zhong, Sicheng; *Zhang, Kunyong; Tang, Fangqing.The Stability Analysis for One Failure Slope. Applied Mechanics and Materials   Vol: 577   pp 1146-1149   2014 doi:10.4028/www.scientific.net/AMM.577.1146

*Zhang, Kunyong; Xie, Guiheng Diagonal PCG Method for FE Solution of 3D Blot"s Consolidation Problem. Advanced Materials Research  Vol.838-841   pp718-721   2014 doi:10.4028/www.scientific.net/AMR.838-841.718

*Zhang, Kunyong; Luo, Xingjun. Preliminary Study on Microscopic Mechanism of Stress-induced Anisotropy for Coarse-grained Soil. Advanced Materials Research   Vol: 838-841. pp987-990. 2014 doi:10.4028/www.scientific.net/AMR.838-841.987

Li Fan; *Zhang Kunyong; Luo Xingjun. Micro-Study of Soil"s Inherent Anisotropy with PFC Simulation. Applied Mechanics and Materials. Vol:275-277. pp383-386. 2013 doi:10.4028/www.scientific.net/AMM.275-277.383

Li Fan; *Zhang Kunyong; Luo Xingjun Numerical Simulation on Mechanism of Fracture Transfixion between Two Preexisting Flaws Arranged in Echelon. 2012 7TH INTERNATIONAL CONFERENCE ON SYSTEM OF SYSTEMS ENGINEERING (SOSE)  pp 229-231. 2012

*Zhang, Kunyong; Zhang, Yangang; Wang, Chi. An isotropic Behavior of Geomaterial under Three-dimensional Stress States. Advanced Materials Research  Vol:160-162   pp1425-1431. 2011 doi: 10.4028/www.scientific.net/AMR.160-162.1425

Wang, Y.; Wang, Q.; *Zhang, K. Y. An Analytical Model for Pipe-Soil-Tunneling Interaction. Procedia Engineering  Vol:14.  2011 doi:10.1016/j.proeng.2011.07.393

 *Zhang, Kunyong, Feng, Tugeng. Stability analysis of backfilled gravel subgrade slope with FEM strength reduction. 1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011, pp 2852-2857, 2011/6/18.

*Kunyong Zhang, Wanglin Li, Jianyong Shi. FEM stability analysis on soil slope with different constitutive models. 2011 GeoHunan International Conference - Slope Stability and Earth Retaining Walls, pp 26-33, 2011/6/9

*Kunyong Zhang, Jai. K. Jung, Ting Zhang. True Triaxial Experimental Study of Stress induced Anisotropy of Sand. 2011 GeoHunan International Conference, 2011/6/9.

Jung, Jai K; *Zhang, Kunyong . Finite element analyses of soil-pipe behavior in dry sand under lateral loading.  pp312-324, 2011, Pipelines 2011: A Sound Conduit for Sharing Solutions - Proceedings of the Pipelines 2011 Conference

 *Zhang, K.Y.; Zhu, J.G. Analysis on hydraulic fracturing of high earth core rock-fill dam with the consideration of anisotropy. 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 2011

 Zhang, Yangang; *Zhang, Kunyong; Li, Wang Lin; Shi, Qiaozhen  Unloading triaxial experimental study on stress path of excavated soil slope.Advanced Materials Research, v 243-249, p 2797-2801, 2011

 *Zhang, Kunyong; Shi, Jianyong; Yin, Zongze  Stability analysis of channel slope based on FEM strength reduction. Proceedings of the International Offshore and Polar Engineering Conference, v2, p 757-762, 2010

 *Zhang, Kunyong; Zhu, Jungao; Yin, Zongze True tri-axial testing study on soil"s stress induced anisotropy.Proceedings of the International Offshore and Polar Engineering Conference, v2, p 482-486, 2010

Zhang, Yangang; Zhu, Jungao; *Zhang, Kunyong  True triaxial experiments of coarse-grained soils. Proceedings of the International Offshore and Polar Engineering Conference, v2, p 477-481, 2010