何忠明副教授.doc

何忠明副教授 作者： 2010-09-15 16:17:43 ? HE Zhong-ming.The Numerical Modelling for the Stress Characteristic of Stratified Rock Samples Under Uniaxial Compression. Geotechnical Special Publication.2011,(216): 17-25 （6）何忠明.层状岩体边坡锚杆加固效应的数值分析.中南大学学报.2011,42（7）：2115-2119 （7）HE Zhong-ming.The analysis of soil slope transient seepage consider the change of permeability coefficient in rainfall condition.Advanced Materials Research.2012,3 （8）HE Zhong-ming.The stability studies of soil slope under the action of short-time heavy rainfall.Applied Mechanics and Materials, 2012,6 （9）何忠明. 基于变权重二级模糊综合评判的岩溶区路域水环境分类研究.中南大学学报.2012,4 （10）何忠明.考虑降雨入渗影响的土体边坡稳定性有限元分析.矿冶工程.2012,6 （11）HE Zhong-ming. The finite-element analysis of characteristics of soil slope seepage field change in continuous rain condition. Applied Mechanics and Materials, 2012 （12）HE Zhong-ming.The finite-element analysis of characteristics of soil slope seepage field change in rainstorm condition. Applied Mechanics and Materials, 2012 （13）HE Zhong-ming.Excavation response of soft rock high slope considering strain softening feature. Applied Mechanics and Materials, 2012 （14）何忠明.基于应变软化模型的软岩高边坡过程稳定性研究.中南大学学报.2013 （15）HE Zhong-ming. ?Revision descriptive model of shear mechanical behaviors of structural plane and numerical analysis. Journal of Central South University.2013 科研获奖: （1）2009年河南省科技进步三等奖 （2）2012年湖南省科技进步二等奖