五、发表的学术论文
(1) Feng Sheng-yang, Li Xiang-yang, Jiang Fu-liang, et al. A nonlinear approach for time-dependent settlement analysis of piles[J]. Soil Mechanics and Foundation Engineering, 2017, 54(1):7-16. （SCI）
(2) Feng Shengyang, WEI Limin, HE Chongyang,et al. A computational method for post-construction settlement of high-speed railway bridge pile foundation considering soil creep effect[J].Journal of Central South University, 2014, 21: 2921−2927.(SCI).
(3) Li Hong-quan, Wei Li-min, Feng Sheng-yang*, et al. Time eff ect of pile-soil interaction and its elastic-viscoplastic constitutive model[J]. Rudarsko geološko naftni zbornik, 2019, 1~12. (EI)
(4) Feng Sheng-yang, Zhou Su-hua, Li Hong-quan, et al. A Nonlinear Calculation Approach of Long-Term Settlement for Pile Groups in Layered Soft Soils[J]. Springer Series in Geomechanics and Geoengineering, 2017, 385-400. (EI)
(5) 冯胜洋，魏丽敏，郭志广.基于最小二乘支持向量机的高速铁路路基沉降预测[J].中国铁道科学， 2012.11， 33(6):6~10. (EI)
(6) 魏丽敏，冯胜洋，何群等. 改进 Koppejan 蠕变模型及其应用 [J]. 岩土力学 ，2014,35(6):1762-1767 .(EI)
(7) Feng Sheng-yang, Li Xiang-yang, Wang Shu-yun, et al. Dynamic shear modulus and damping ratio of aeolian soils[J]. Electron. J. Geotech. Eng. 2016, 20(25): 12113-12120. （EI）
(8) Feng Shengyang, Wei Limin, He qun, et al. Elastic-viscoplastic constitutive modeling of soilstructure interface[J]. Electronic Journal of Geotechnical Engineering, 2014, 19(M): 2829-2838.(EI)
(9) 冯胜洋, 魏丽敏, 蒋复量,等. 结构与土接触面的弹黏塑性本构模型[J]. 力学与实践, 2016, 38(5):544-549. （中文核心）
(10) 冯胜洋, 李向阳, 叶勇军,等. 塑料排水板堆载预压处理软土地基对临近桥梁桩基的影响研究[J]. 南华大学学报(自然科学版), 2016, 30(3):103-109.
(11) 张向东，冯胜洋. 基于网格搜索的支持向量机砂土液化预测模型[J]. 应用力学 ，2011,28(1):24~28.(CSCD)
(12) ZHANG Xiangdong, FENG Shengyang*. Research status of soil frost-heave theory and frostheave prediction models[J]. Sciences in Cold and Arid Regions, 2010, 2(1): 82~86.(CSCD)
(13) 张向东,冯胜洋. 辽西风积土动力特性实验研究[J]. 实验力学，2012， 27(2):165~170.(CSCD)
(14) 张向东，冯胜洋. 辽西风积土动剪切模量与阻尼比特性试验研究[J]. 力学与实践， 2010，33(1):48~52.(CSCD)
(15) 张向东,冯胜洋. 二灰改良风积土动力特性试验[J]. 中国地质灾害与防治学报，2010，21(2):89~93.(CSCD)
