[1] 陈佩佩，白冰.内含圆柱域热源的非饱和土介质水热耦合作用的 SPH数值模拟[J]. 岩土工程学报,2015,37(6):1025-1030(EI)；

[2] 陈佩佩，白冰.基于SPH-FDM耦合算法的非饱和岩土介质中瞬态导热问题数值模拟[J]. 应用基础与工程科学学报,2015,23(5):952-965(EI);

[3] 陈佩佩，白冰.非饱和土中温度作用引起水分迁移的光滑粒子法数值模拟[J]. 工程力学,2016,33(4):150-156 (EI)；

[4] 陈佩佩，白冰.非饱和岩土介质渗流问题的光滑粒子法模拟[J].岩石力学与工程学报,2016,35(10):2124-2130(EI);

[5] 陈佩佩，白冰.竖井冻结壁形成过程的光滑粒子法模拟[J]. 岩土工程学报，2016,38(11):1981-1989(EI)；

[6] 饶登宇, 白冰, 陈佩佩. 基于SPH方法的非饱和多孔介质相变耦合研究[J]. 岩土力学, 2018, 39(12):239-248 (EI)；

[7] Bai Bing, Rao Dengyu,Xu Tao, Chen Peipei. SPH-FDM boundary for the analysis of thermal process in homogeneous media with a discontinuous interface. International Journal of Heat and Mass Transfer, 2018,117: 517-526;

[8] 冉道平，肖峰，陈佩佩，白冰.逆作法施工引起的地铁车站结构关键节点的应力演化[J]. 北京交通大学学报：自然科学版, 2015, 01:28-32

[9]Ren Y. R., Chen P. P.*. The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software[J]. Journal of Civil, Construction and Environmental Engineering, 2019; 4(6): 94-99 

[10]陈佩佩, 祁凌豪, 杨光昌,等. 土体冻结过程中相变导热的光滑粒子法分析[J]. 北京交通大学学报, 2020(3):79-87.

[11]Guang-chang, Y., Bing, B., Yang, L. & Pei-pei, C. Constitutive modeling for undrained shear behavior of gassy sand considering energy dissipation at the mesoscopic level[J]. Ocean Engineering,2021(219), 108307, doi:https://doi.org/10.1016/j.oceaneng.2020.108307 .

[12]Yang G , Liu Y , Chen P . Modeling the Hydro-Mechanical Coupling Behavior of Unsaturated Geotechnical Materials Based on Non-Equilibrium Thermodynamic Theory[J]. Applied Sciences, 2020, 10(16):5668.

[13]Chen P , Yang G , Wu N . Meshless Numerical Analysis of Phase Change Problems in Artificial Freezing Technology Applied in Geo-Media[J]. International Journal of Computational Methods, 2021. 2150023.

[14]Yang G C, Liu Y, Chen P P. Thermal Consolidation of Saturated Silty Clay Considering Different Temperature Paths: Experimental Study and Constitutive Modeling [J]. International Journal of Geomechanics, 2022, 22(3): 04021293. 

[15] Cai D ,  Chen P(通信作者) ,  Shi Y , et al. Analytical calculation method for passive tensile damage of asphalt concrete waterproof sealing structure of ballastless track subgrade[J]. Construction and Building Materials, 2022, 320(4):126158.

[16]Yang G C, Liu Y, Chen P P. Thermodynamic modeling of stress–strain behavior of saturated sand considering temperature effect [J]. AIP Advances, 2021, 11(12): 125206. 

[17]杨光昌, 白冰, 刘洋, 陈佩佩. 描述饱和砂土剪切特性的一个热力学本构模型[J]. 哈尔滨工业大学学报, 2021, 53(11): 93-100. 

[18] Yang G C, Liu Y, Chen P P. Simulation Analysis of Temperature Effects on the Shear Behavior of Gassy Sand[J]. Geofluids, 2022, 5602833.