代表性论文
SCI检索：
Shi J, Zhang T, Zhang J, et al. Prototype heat exchange and monitoring system at a municipal solid waste landfill in China[J]. Waste Management, 2018, 78, 659–668.
Shi J, Wu X, Ai Y, et al. Laboratory test investigations on soil water characteristic curve and air permeability of municipal solid waste[J]. Waste Management & Research, 2018, 36(5), 1-8.
Shi J, Qian X, Wu X, et al. Organic Degradation and Gas Generation of MSW under Controlled Constant Temperatures[J]. Journal of Hazardous Toxic & Radioactive Waste, 2018, 22(3),04018005.
Shi J, Qian X, Liu X, et al. The behavior of compression and degradation for municipal solid waste and combined settlement calculation method[J]. Waste Management, 2016, 55,154-164.
Shi J, Chen M, Qian X, et al. Analytical Modeling to Simulate Gas Production for Various Tested Landfill Cells. Journal of Environmental Engineering[J], 2015, 142(3),1-8.
Wu X, Shi J. Analytical solutions for diffusion of organic contaminant through composite liner considering degradation in leachate and soil liner . International Journal of Environment & Pollution[J], 2017, 61(2),166-184.
Lin H, Shi J, Qian X, et al. An improved simple shear apparatus for GCL internal and interface stress-displacement measurements[J]. Environmental Earth Sciences, 2014, 71(8),3761-3771.
Liu X, Shi J, Qian X, et al. Biodegradation Behavior of Municipal Solid Waste with Liquid Aspects: Experiment and Verification[J]. Journal of Environmental Engineering, 2013, 139(12),1488-1496.
Lai Y, Shi J, Yu X, et al. Small strain behavior of sand under various stress paths considering anisotropic initial stress state[J]. Geotechnical Engineering, 2013, 44(1),40-46.
Liu X, Shi J, Qian X, et al. One-dimensional model for municipal solid waste (MSW) settlement considering coupled mechanical-hydraulic-gaseous effect and concise calculation[J]. Waste Management, 2011, 31(12),2473-2483.
Lei G, Xu L, Zheng Q, Ng C. Role of equal-strain assumption in unit-cell theory for consolidation with vertical drains[J].Journal of Central South University, 2017,24(12), 2914-2923.
Lei G, Fu C & Ng C. Vertical-drain consolidation using stone columns: An analytical solution with an impeded drainage boundary under multi-ramp loading[J]. Geotextiles and Geomembranes,2016,44(1), 122-131.
Lei G, Zheng Q, Ng C, Chiu A, Xu B.An analytical solution for consolidation with vertical drains under multi-ramp loading[J]. Géotechnique,2015,65(7), 531-547.
Lei G, Chiu A, Ng C. Is Terzaghi’s effective stress a stress variable under seepage conditions[J]. Journal of Central South University, 2015,22(6), 2316-2321.
Lei G, Sun H, Ng C. An approximate analytical solution for calculating ground surface settlements due to diaphragm walling[J]. Computers and Geotechnics, 2014,61, 108-115.
Lei G. Discussion of “Seismic performance of earth embankment using simple and advanced numerical approaches”[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2014,140(4), 07014003.
Lei G, Hong X,Shi J.Approximate three-dimensional analysis of rectangular barrette-soil-cap interaction[J]. Canadian Geotechnical Journal, 2007,44(7), 781-796.
Lei G, Ng C.Rectangular barrettes and circular bored piles in saprolites[J]. Geotechnical Engineering, ICE, 2007,160(4), 237-242.
Lei G, Ai Y,Shi J.The interpretation of pendulum-type inclinometer readings[J]. Canadian Geotechnical Journal, 2006,43(2), 210-216.
Lei G.Yielding mechanisms in a rectangular trench[J]. Geotechnical Engineering, ICE, 2005,158(3), 169-172.
Lei G,Jiang C. Discussion of “Equal strain consolidation by vertical drains”[J]. Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2005,131(10), 1315-1317.
Lei G,Shi J. Discussion of “Vacuum and surcharge combined one-dimensional consolidation of clay soils”[J]. Canadian Geotechnical Journal,2004, 41(4), 769-770.
Ng C,Lei G. An explicit analytical solution for calculating horizontal stress changes and displacements around an excavated diaphragm wall[J].Canadian Geotechnical Journal, 2003,40(4), 780-792.
Ng C, Lei G. Performance of long rectangular barrettes in granitic saprolites[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2003,129(8), 685-696.
Lei G, Ng C, Rigby D. Stress and displacement around an elastic artificial rectangular hole. Journal of Engineering Mechanics[J], ASCE, 2001,127(9),880-890.
Zhang K, Frederick C. Discussion of “Numerical Investigation of Geosynthetic-Reinforced Soil Bridge Abutments under Static Loading” by Yewei Zheng and Patrick J. Fox[J]. Journal of Geotechnical and Geoenvironmental Engineering. J. Geotech. Geoenviron. Eng., 2017, 143(4),07016031.
Zhang K,Frederick C.Experimental investigation on compaction and atterberg limits characteristics of soil[J]. KSCE Journal of Civil Engineering ,2017,21(2):546-553.
Zhang K, Frederick C. An anisotropic constitutive model of geomaterials based on true triaxial testing and its application[J]. Journal of Central South University ,2017,24,1430-1442.
Zhang K, Ai Y. Comparison and Application of Different Elasto-plastic Constitutive Models in FEM Analysis of an Excavated Soil Slope[J]. Journal of Civil Engineering and Management,2012,18(6),802–810.
Jung Jai,Koo, Dae H. (Dan),Zhang K*.Verification of the Pipe Depth Dependent Model using a finite element analysis[J],Tunnelling and underground space techology,2014,39(SI), 34-40.
Yuan S, Zhang K*, Liu Z, et al.Numerical Tests on Laterally Loaded Drilled Shafts Socketed in Rock[J]. Advanced Materials Research, 2014, 919-921,706-709.
