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张升

个人简介
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1979.12出生,博士,教授,2011年起在中南大学土木工程学院工作,主要从事计算土力学的教学和科研工作。在International Journal of Plasticity、Géotechnique、《岩土工程学报》等国内外学术期刊上发表论文50余篇。现为土的本构关系及强度委员会、交通岩土工程委员会委员,日本地盘工学会会员,Canadian Geotechnical Journal编委及最佳审稿人。主持和参与国际及国家项目8项,2017年获得湖南省杰出青年基金。

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讲授课程
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《土力学》
《基础工程》
《高等土力学》


科研方向
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岩土工程数值模拟
岩土材料本构特性


学术成果
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{C}1. Yang Qi, Leng Wu-ming,Zhang Sheng, Nie Ru-song, Wei Li-min, Zhao Chun-yan, Liu Wei-zheng. Long-term Settlement Prediction of High-Speed Railway Bridge Pile Foundation. Journal of Central South University, JUN 2014, 21(6): 2415-2424. (EI, DOI: 10.1007/s11771-014-2195-x,cited 0), IF= 0.52

{C}2. XiongYonglin,Zhang Sheng, YeGuanlin, ZhangFeng. Modification of Thermo-elasto-viscoplastic Model for Soft Rock and Its Application to THM Analysis of Heating Tests. Soils and Foundations, APR 2014, 54(2):176-196. (EI, DOI: 10.1016/j.sandf.2014.02.009, cited 0) , IF= 0.589

{C}3. ShengDaichao,Zhang Sheng*, Niu Fujun, Cheng Guodong. A Potential New Frost Heave Mechanism in High-speed Railway Embankments. Geotechnique, FEB 2014, 64(2): 144-154. (EI, DOI: 10.1680/geot.13.P.042,cited 1), IF= 1.868

{C}4. ShengDaichao,Zhang Sheng*, YuZhiwu,ZhangJiasheng. Assessing Frost Susceptibility of Soils Using PCHeave. Cold Regions Science and Technology, NOV 2013, 95: 27-38. (EI, DOI: 10.1016/j.coldregions.2013.08.003, cited 6), IF= 1.367

{C}5. Sheng Daichao,Zhang Sheng*, Yu Zhiwu. Unanswered Questions in Unsaturated Soil Mechanics. Science China-Technological Sciences,MAY 2013, 56(5): 1257-1272. (DOI: 10.1007/s11431-013-5202-9,cited 0), IF=1.192

{C}6. {C}Zhang Sheng*, Leng Wuming, Zhang Feng, Xiong Yonglin. A Simple Thermo-elastoplastic Model for Geomaterials. International Journal of Plasticity, JUL 2012, 34:93-113.( EI, DOI: 10.1016/j.ijplas.2012.01.011,cited 4), IF=5.567

{C}7. {C}ZhangSheng*, ZhangFeng. A Thermo-elasto-viscoplastic Model for Soft Sedimentary Rock. Soils and Foundations,AUG 2009, 49(4): 583-595. (EI, DOI: 10.3208/sandf.49.583,cited 6) , IF= 0.589

{C}8. ZhangSheng*, ZhangFeng. A Thermo-elasto-viscoplastic Model for Soft Sedimentary Rock. Prediction and Simulation Methods for Geohazard Mitigation, Oka F., Murakami A., Kimoto S., Kyoto, JAPAN, MAY 25-27, 2009: 255-261.(cited 0)

{C}9. ShengDaichao, ZhaoGuotang, ZhangSheng, NiuFujun. Possible Frost Heave Mechanisms in an Unsaturated High-Speed Railway Formation. Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014, 3-14. (Cited by in Scopus 0)

{C}10. ShengDaichao,ZhangSheng*, HeZuoyue. Assessing Frost Susceptibility of Soils.Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3): 594-605. (Cited by in Scopus 0)

{C}11. ShengDaichao,ZhangSheng*, LiXi. Effects of Train Loads on Frost Heave of Embankments. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, DEC 2013, 35(12): 2186-2191. (Cited by in Scopus 0)

{C}12. Cao, Wen-Gui,ZhangSheng, ZhaoMing-Hua. Study on Simulation of Deformation Process of Saturated Soils by Statistical Damage Theory. Yantu Lixue/Rock and Soil Mechanics, 2008, 29(1): 13-17. (Cited by in Scopus 1)

{C}13. CaoWen-Gui,ZhangSheng, ZhaoMing-Hua. Study on a Statistical Damage Constitutive Model with Conversion between Softening and Hardening Properties of Rock. Gongcheng Lixue/Engineering Mechanics, NOV 2006, 23(11): 110-115. (Cited by in Scopus 3)

{C}14. CaoWen-Gui,ZhangSheng, ZhaoMing-Hua.Study on Statistical Damage Constitutive Model of Rock Based on New Definition of Damage.Yantu Lixue/Rock and Soil Mechanics,JAN 2006, 27(1): 41-46. (Cited by in Scopus 10)

{C}15. CaoWen-Gui, WangHong-Hua, ZhangSheng, HeWei. Study on Decision of Conversion Condition for Brittle-ductile Property of Rock by Statistical Damage Method. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, DEC 2005, 27(12): 1391-1396. (Cited by in Scopus 2)

{C}16. CaoWen-Gui,ZhangSheng. Study on the Statistical Analysis of Rock Damage Based on Mohr-Coulomb Criterion.Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, FEB 2005, 32(1): 43-47. (Cited by in Scopus 14)