Simplified Tunnel Model Based on Elastic Foundation Beam. Computer Modeling in Engineering & Sciences, 2022. (通讯作者)
[4] Zhao J.J., Kou L., Wang H.T., He X.Y., Xiong Z.H., Liu C., Cui H. Carbon Emission Prediction
Model and Analysis in the Yellow River Basin Based on a Machine Learning Method. Sustainability. 2022; 14(10):6153.
[5] Xu J.G., Miao F.Y., Kou L., Zhang J.P. Study on Environmental Effects Induced by Quasi rectangle Shield Tunnelling with Analytical Stiffness Matrix, Advances in Civil Engineering, 2022,2022, 1595651. (第一作者,通讯作者)
[6] Kou L., Miao R.H., Miao F.Y. Fractal analysis of non-Newton fluid grouting through soil
composed of arbitrary cross-sectional capillaries, Fractals, 2021, 29(6):2150139. (*第一作者,通讯作者，中科院一区,TOP 期刊)
[7] Kou L., Xiong Z.H., Cui H., Zhao J.J. Study on Mechanical Characteristics of Segmental Joints of a Large-Diameter Shield Tunnel under Ultrahigh Water Pressure, Sensors 2021, 21(24), 8392. (第一作者,通讯作者)
[8] Kou L., Zhao J.J., Lian F.L., Miao R.H. Experimental Study on the Formation and
Characteristics of Mud Filtration Cake in Large Diameter Slurry Shield Tunneling, Advanced in Civil Engineering, 2021, 2021:6658258. (第一作者,通讯作者)
[9] 连芳雷, 寇磊, 王博, 苗荣虎. 渗透注浆集成棒对盾构隧道土体应力的作用研究[J]. 公
路,2021,3, 371-375.
[10] 寇磊,徐建国,王博.考虑有效孔隙比影响的饱和黏性土中注浆渗透机理[J].应用数学与力学,2018,39(1): 83-91.
[11] 寇磊, 徐建国, 王博. 直角坐标系下黏弹性层状地基动力响应分析[J]. 应用数学与力学,2018,39(5): 1-9.
[12] Kou L., Xu J.G., Wang B. Response for a Loaded Rectangular plate on Viscoelastic Foundation with Fractional Derivative Model. GeoShanghai International Conference, Shanghai, May 27-30, 2018.
三、授权专利
[1] 寇磊, 苗荣虎, 连芳雷, 一种水平式模拟成层地层泥浆渗透及土体力学特性变化测试装置, 2019-10-18, 专利发明, ZL201910991818.7. 授权
[2] 寇磊, 闫林, 徐建国,王博, 连芳雷, 一种适用于盾构隧道的渗透注浆集成棒, 2018-11-14,
实用新型, ZL201821873346.2. 授权
[3] 寇磊, 苗荣虎, 连芳雷, 一种地层泥浆渗透及地层土体力学特性变化测试装置, 2019-9-29,
实用新型, ZL201921645611.6. 授权
