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Dan Han-Cheng
Dan Han-Cheng
School of Civil Engineering, CSU
在 csu.edu.cn 的电子邮件经过验证
标题
引用次数
引用次数
年份
Temperature prediction model of asphalt pavement in cold regions based on an improved BP neural network
B Xu, HC Dan, L Li
Applied Thermal Engineering 120, 568-580, 2017
842017
Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion
L Zhao, F Yang, Y Zhang, H Dan, W Liu
Computers and geotechnics 63, 215-228, 2015
722015
Experimental investigation on skid resistance of asphalt pavement under various slippery conditions
HC Dan, LH He, B Xu
International Journal of Pavement Engineering 18 (6), 485-499, 2017
592017
Effect of the vertical earthquake component on permanent seismic displacement of soil slopes based on the nonlinear Mohr–Coulomb failure criterion
L Zhao, X Cheng, H Dan, Z Tang, Y Zhang
Soils and Foundations 57 (2), 237-251, 2017
542017
Theoretical solutions for a circular opening in an elastic–brittle–plastic rock mass incorporating the out-of-plane stress and seepage force
J Zou, S Li, Y Xu, H Dan, L Zhao
KSCE Journal of civil Engineering 20 (2), 687-701, 2016
492016
Laboratory study on the adhesive properties of ice to the asphalt pavement of highway
SYB Han-Cheng Dan, Lin-Hua He, Jin-Feng Zou, Lian-Heng Zhao
Cold Region Science and Technology 104, 7-13, 2014
492014
Coupled hydro-mechanical response of saturated asphalt pavement under moving traffic load
HC Dan, LH He, LH Zhao, JQ Chen
International Journal of Pavement Engineering 16 (2), 125-143, 2015
452015
Numerical simulation of an indirect tensile test for asphalt mixtures using discrete element method software
HC Dan, Z Zhang, JQ Chen, H Wang
Journal of Materials in Civil Engineering 30 (5), 04018067, 2018
432018
Reconstruction of granular railway ballast based on inverse discrete Fourier transform method
Z Lianheng, H Dongliang, D Han-Cheng, Z Shuaihao, L Dejian
Granular Matter 19 (4), 74, 2017
352017
Theoretical solutions for displacement and stress of a circular opening reinforced by grouted rock bolt
JF Zou, ZQ Xia, HC Dan
Geomechanics and Engineering 11 (3), 439-455, 2016
322016
Temperature distribution of asphalt bridge deck pavement with groundwater circulation temperature control system under high-and low-temperature conditions
HC Dan, JW Tan, JQ Chen
Road Materials and Pavement Design 20 (3), 509-527, 2019
312019
Experimental investigation on non-Darcian flow in unbound graded aggregate material of highway pavement
HC Dan, LH He, B Xu
Transport in Porous Media 112 (1), 189-206, 2016
312016
Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests
D Han-Cheng, H Lin-Hua, Z Lian-Heng
Road Materials and Pavement Design, 1-18, 2018
292018
An analytical solution for predicting the transient seepage from a subsurface drainage system
P Xin, HC Dan, T Zhou, C Lu, J Kong, L Li
Advances in water resources 91, 1-10, 2016
242016
Study on application of TerraZyme in road base course of road
YJ Li, L Li, HC Dan
Applied Mechanics and Materials 97, 1098-1108, 2011
232011
Transient unsaturated flow in the drainage layer of a highway: solution and drainage performance
HC Dan, Z Zhang, X Liu, JQ Chen
Road Materials and Pavement Design 20 (3), 528-553, 2019
222019
Modelling and estimation of water infiltration into cracked asphalt pavement
HC Dan, JW Tan, Z Zhang, LH He
Road Materials and Pavement Design 18 (3), 590-611, 2017
222017
Research on predicting the rutting of asphalt pavement based on a simplified burgers creep model
G Lian-Sheng, D Han-Cheng, C Jia-Qi
Mathematical Problems in Engineering 2017, 2017
212017
Temperature distribution and method-experience prediction model of asphalt pavement [J]
J CHEN, S LUO, L LI, H DAN, L ZHAO
Journal of Central South University Science and Technology 44 (4), 1647-1656, 2013
172013
Solution of pavement temperature field in “Environment-Surface” system through Green’s function
J Chen, L Li, L Zhao, H Dan, H Yao
Journal of Central South University 21 (5), 2108-2116, 2014
162014
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