姓名：栾鲁宝
职称/职务：副教授、硕士生导师
专业：船舶与海洋工程
所在系（所、中心）：工程学院海洋工程系
通讯地址：山东省青岛市黄岛区古镇口核心区三沙路1299号中国海洋大学（西海岸校区）
电子信箱：llb@ouc.edu.cn
办公地点：工程学院B463室
主要学历：
[1] 2016.09-2019.12 重庆大学，土木工程，工学博士
[2] 2013.09-2016.06 河海大学，土木工程，工学硕士
[3] 2009.09-2013.06 山东科技大学，土木工程，工学学士
学术经历：
[2] 2023.07-至今中国海洋大学，工程学院海洋工程系，副教授，青年英才工程
[3] 2022.05-2023.06 中国海洋大学，环境科学与工程学院，博士后
研究方向：海洋岩土力学与海洋工程
[1] 深海矿产资源开发：稀软底质-采矿车动态相互作用
[2] 海洋原位勘察
[3] 海洋新能源基础力学响应
讲授课程：
[1] 本科生课程：土力学
科研项目：
[1]国家自然科学基金委员会，青年科学基金项目，52008059，考虑桩基尺寸效应的海上群桩-地基水平振动响应机理研究，2021-01-01至2023-12-31，24万元，在研，主持；
[2]中国博士后科学基金会，第70批面上项目，2021M703042，考虑被动桩散射效应的群桩竖向动力响应研究，2022-01-01至2023-12-31，8万元，在研，主持；
[3]国家自然科学基金委员会，优秀青年基金项目，51622803，桩-土-结构动力相互作用，2017-01-01至2019-12-31，130万元，结题，参与；
[4]国家重点研发计划战略性国际科技创新合作重点专项“深海资源开发的核心技术”子项目，2016YFE0200100，海洋软土工程特性与深水锚固基础承载力研究，2017-01-01至2020-12-31，60万元，结题，参与；
[5]国家自然科学基金委员会，面上项目，52171282，海上风机导管架吸力桶基础的性能与安全影响机制，2022-01-01至2025-12-31，59万元，在研，参与；
[6]国家自然科学基金委员会，面上项目，42172294，海洋粉土中球形触探仪的数据解译理论与方法，2022-01-01至2025-12-31，60万元，在研，参与。
学术兼职：环境岩土工程青年学术委员会委员；Acta Geotechnica, Computers and Geotechnics, Ocean Engineering, Soil Dynamics and Earthquake Engineering等期刊审稿人
学术成就、奖励及荣誉：
[1]2021年重庆市优秀博士毕业论文
[2]2019年国家奖学金
[3]2019年重庆大学优秀毕业研究生
[4]2018年国际华人岩土工程协会岩土与地震工程国际会议 (IACGE2018)，重庆，最佳学术论文
主要学术成果：
•教材：
[1] 《桩基动力学原理》
•代表性学术论文：
[1]Luan, L.,Chen, X.*, Kouretzis, G., & Ding, X. Dynamic seabed stresses due to moving deep-sea mining vehicles (2023). Dynamic seabed stresses due to moving deep-sea mining vehicles. Computers and Geotechnics, 157, 105356. (SCI, IF: 5.218, 1区)
[2]Zheng, C., Cui, Y., Kouretzis, G. & Luan, L.,* (2023). Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil. Computers and Geotechnics, 158, 105361. (SCI, IF: 5.218, 1区)
[3]Zheng, C., Lin, H., Cao, G. & Luan, L.,* (2023). Horizontal dynamic response of offshore large-diameter pipe piles. Ocean Engineering, 272, 113797. (SCI, IF: 4.372, 1区)
[4]Zheng, C., Tong, L.&Luan, L.,*(2023). Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation.International Journal for Numerical and Analytical Methods in Geomechanics.https://doi.org/10.1002/nag.3525(SCI, IF: 4.229, 2区)
[5]Luan, L., Ding, X., Zheng, C., Kouretzis, G., & Wu, Q. (2020). Dynamic response of pile groups subjected to horizontal loads. Canadian Geotechnical Journal, 57(4): 469-481 (SCI, IF: 4.167, 2区)
[6]Luan, L., Ding, X., Zheng C. & Kouretzis, G. (2020). Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction. Computers and Geotechnics, 117: 103276. (SCI, IF: 5.218, 1区)
[7]Luan, L.,Gao, L., Kouretzis, G., Ding, X., Qin, H., & Zheng, C. (2022). Response of pile groups in layered soil to dynamic lateral loads. Computers and Geotechnics, 142, 104564. (SCI, IF:5.218, 1区)
[8]Luan, L., Ding, X., Cao, G., & Deng, X. (2020). Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads. Acta Geotechnica, 15(11), 3261-3269.(SCI, IF: 5.570, 1区)
[9]Luan, L., Zheng, C., Kouretzis, G., Ding, X., & Poulos, H. (2020). A new dynamic interaction factor for the analysis of pile groups subjected to vertical dynamic loads. Acta Geotechnica, 15(12), 3545-3558. (SCI, IF: 5.570, 1区)
[10]Zheng, C., Kouretzis, G., Ding, X., Luan, L.,* (2022). Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects. Computers and Geotechnica. 146, 104740. (SCI, IF:5.218, 1区)
[11]Zheng, C., Kouretzis, G., Luan, L.,* & Ding, X. (2021). Kinematic response of pipe piles subjected to vertically propagating seismic P-waves. Acta Geotechnica, 16(3), 895-909. (SCI, IF: 5.570, 1区)
[12]Zheng, C., Cai, Y., Kouretzis, G., & Luan, L.* (2022). Horizontal vibration of rigid strip footings on poroelastic half-space. Journal of Sound and Vibration, 522, 116731. (SCI, IF: 4.761, 1区)
[13]Zheng, C., Mylonakis, G., Kouretzis, G., & Luan, L.* (2022). Kinematic seismic response of end-bearing piles to S-waves. Soil Dynamics and Earthquake Engineering, 163, 107547. (SCI, IF: 4.25, 2区)
[14]Zheng, C., Kouretzis, G., Ding, X., & Luan, L.* (2022). Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics.46(15), 2931-2943. (SCI, IF: 4.229, 2区)
[15]Zheng, C., Luo, T., Kouretzis, G., Ding, X., & Luan, L.* (2022). Transverse seismic response of end‐bearing pipe piles to S‐waves. International Journal for Numerical and Analytical Methods in Geomechanics.46(10), 1919-1940 (SCI, IF: 4.229, 2区)
[16]Zheng, C., Cai, Y., Luan, L.,* Kouretzis, G., & Ding, X. (2021). Horizontal vibration of a rigid strip footing on viscoelastic half‐space. International Journal for Numerical and Analytical Methods in Geomechanics, 45(3), 325-335. (SCI, IF: 4.229, 2区)
[17]Luan, L., Zheng, C., & Kouretzis, G. (2019). Simplified three-dimensional analysis of horizontally vibrating floating and fixed-end pile groups. International Journal for Numerical and Analytical Methods in Geomechanics, 43(16), 2585-2596. (SCI, IF: 4.229, 2区)
[18]Luan, L., Zheng, C., Kouretzis, G., Cao, G., & Zhou, H. (2019). Development of a three‐dimensional soil model for the dynamic analysis of end-bearing pile groups subjected to vertical loads. International Journal for Numerical and Analytical Methods in Geomechanics, 43(9), 1784-1793. (SCI, IF: 4.229, 2区)
[19]Zheng, C., Luan, L.*, Kouretzis, G., & Ding, X. (2020). Vertical vibration of a rigid strip footing on viscoelastic half-space. International Journal for Numerical and Analytical Methods in Geomechanics, 44(14), 1983-1995. (SCI, IF: 4.229, 2区)
[20]Luan, L., Deng, X., Deng, W., Wang, C., & Ding, X. (2020). Influence of Pile Geometry on Responses of End-Bearing Pile Groups Subjected to Vertical Dynamic Loads. International Journal of Structural Stability and Dynamics, 20(04), 2050050. (SCI, IF: 2.957, 3区)
[21]Zheng, C., Luan, L.* Qin, H., & Zhou, H. (2020). Horizontal dynamic response of a combined loaded large-diameter pipe pile simulated by the Timoshenko beam theory. International Journal of Structural Stability and Dynamics, 20(02), 2071003. (SCI, IF: 2.957, 3区)
[22]Luan, L., Ding, X., Zhou, W., Zheng, C., & Qu, L. (2018). Horizontal dynamic response of a large-diameter pipe pile considering the second-order effect of axial force. Earthquake Engineering and Engineering Vibration, 17(3), 567-579. (SCI, IF: 2.810, 4区)
[23]Ding, X., Luan, L., Zheng, C., & Zhou, W. (2017). Influence of the second-order effect of axial load on lateral dynamic response of a pipe pile in saturated soil layer. Soil Dynamics and Earthquake Engineering, 103, 86-94. (SCI, IF: 4.250, 3区) 导师一作, 本人二作
[24]Ding, X., Luan, L., Zheng, C., Mei, G., & Zhou, H. (2019) An Analytical Solution for Wave Propagation in a Pipe Pile with Multiple Defects. Acta Mechanica Solida Sinica, 1-17. (SCI, IF: 2.187, 3区) 导师一作, 本人二作
[25]Ding, X., Luan, L. Liu, H., Zheng, C., Zhou, H., & Qin, H. (2020). Performance of X-section cast-in-place concrete piles for highway constructions over soft clays. Transportation Geotechnics, 22, 100310. (SCI, IF: 4.938, 2区) 导师一作, 本人二作
[26]Luan, L., Ding, X., Qin, H., Zheng, C., & Cao, J. (2019). Comparison Studies for the Horizontal Dynamic Response of a Pipe Pile Based on the Euler Theory and Timoshenko Theory. In IACGE 2018: Geotechnical and Seismic Research and Practices for Sustainability (pp. 510-526). Reston, VA: American Society of Civil Engineers. (EI)
[27]栾鲁宝, 丁选明, 刘汉龙, & 郑长杰. (2016). 考虑竖向荷载影响的大直径管桩水平振动响应解析解. 岩土工程学报, 38(10), 1859-1868. (EI)
[28]栾鲁宝, 丁选明, 刘汉龙, & 郑长杰. (2016). 考虑剪切变形的 PCC 桩水平振动响应解析解. 岩石力学与工程学报, 35(11), 2345-2358. (EI)
[29]栾鲁宝, 丁选明, & 瞿立明. (2017). 饱和土中考虑竖向荷载的端承桩水平振动响应解析解. 防灾减灾工程学报, (3), 419-427. (CSCD)
[30]栾鲁宝,丁选明, 周仕礼, & 朱振生. (2015). 考虑竖向荷载的桩基水平振动响应解析解. 建筑结构(19), 80-86. (CSCD)
[31]郑长杰，丁选明，栾鲁宝*，& 瞿立明. (2019) 低应变瞬态荷载作用下基桩动力响应解析解.土木工程学报. (录用) (EI)
•国家发明专利：
[1]栾鲁宝，陈旭光，王超群，牛小东.一种全地形海底采矿车行走装置.申请号202210910340.2
[2]丁选明，栾鲁宝，杨金川，邓玮婷，冯立.一种高分子塑料装配式管廊及其施工方法. ZL201910166251.X
[3]丁选明，栾鲁宝，魏奇科，冯立，邓玮婷.一种软土地区装配式综合管廊及其施工方法. ZL201910166196.4
[4]郑长杰，栾鲁宝，丁选明，瞿立明.一种桩基低应变检测方法. ZL201810964422.9
Name: Lubao Luan
Title: Associate Professor
Department: Department of Ocean Engineering, College of Engineering
Address: College of Engineering, Ocean University of China 1299Sansha Road, Qingdao, P. R. China, 266100
Office Phone:
mail: llb@ouc.edu.cn
Education
[1] 2016.09-2019.12 Chongqing University, Civil Engineering, Ph.D
[2] 2013.09-2016.06 Hohai University, Civil Engineering, Master
[3] 2009.09-2013.06 Shandong University of Science and Technology, Civil Engineering, Bachelor
Work Experience
[1] 2023.07-Present Ocean University of China, College of Engineering, Associate Professor
[3] 2022.05-2023.06 Ocean University of China, College of Environmental Science and Engineering, PostDoctor
Research Interests
[1] Deep-sea mining
[2] Marine in-situ investigation
[3] Pile dynamics
Selected Publications
[1]Luan, L.,Chen, X.*, Kouretzis, G., & Ding, X. Dynamic seabed stresses due to moving deep-sea mining vehicles (2023). Dynamic seabed stresses due to moving deep-sea mining vehicles. Computers and Geotechnics, 157, 105356. (SCI, IF: 5.218)
[2]Zheng, C., Cui, Y., Kouretzis, G. & Luan, L.,* (2023). Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil. Computers and Geotechnics, 158, 105361. (SCI, IF: 5.218)
[3]Zheng, C., Lin, H., Cao, G. & Luan, L.,* (2023). Horizontal dynamic response of offshore large-diameter pipe piles. Ocean Engineering, 272, 113797. (SCI, IF: 4.372)
[4]Zheng, C., Tong, L.&Luan, L.,*(2023). Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation.International Journal for Numerical and Analytical Methods in Geomechanics.https://doi.org/10.1002/nag.3525(SCI, IF: 4.229)
[5]Luan, L., Ding, X., Zheng, C., Kouretzis, G., & Wu, Q. (2020). Dynamic response of pile groups subjected to horizontal loads. Canadian Geotechnical Journal, 57(4): 469-481 (SCI, IF: 4.167)
[6]Luan, L., Ding, X., Zheng C. & Kouretzis, G. (2020). Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction. Computers and Geotechnics, 117: 103276. (SCI, IF: 5.218)
[7]Luan, L.,Gao, L., Kouretzis, G., Ding, X., Qin, H., & Zheng, C. (2022). Response of pile groups in layered soil to dynamic lateral loads. Computers and Geotechnics, 142, 104564. (SCI, IF:5.218)
[8]Luan, L., Ding, X., Cao, G., & Deng, X. (2020). Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads. Acta Geotechnica, 15(11), 3261-3269.(SCI, IF: 5.570)
[9]Luan, L., Zheng, C., Kouretzis, G., Ding, X., & Poulos, H. (2020). A new dynamic interaction factor for the analysis of pile groups subjected to vertical dynamic loads. Acta Geotechnica, 15(12), 3545-3558. (SCI, IF: 5.570)
[10]Zheng, C., Kouretzis, G., Ding, X., Luan, L.,* (2022). Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects. Computers and Geotechnica. 146, 104740. (SCI, IF:5.218)
[11]Zheng, C., Kouretzis, G., Luan, L.,* & Ding, X. (2021). Kinematic response of pipe piles subjected to vertically propagating seismic P-waves. Acta Geotechnica, 16(3), 895-909. (SCI, IF: 5.570)
[12]Zheng, C., Cai, Y., Kouretzis, G., & Luan, L.* (2022). Horizontal vibration of rigid strip footings on poroelastic half-space. Journal of Sound and Vibration, 522, 116731. (SCI, IF: 4.761)
[13]Zheng, C., Mylonakis, G., Kouretzis, G., & Luan, L.* (2022). Kinematic seismic response of end-bearing piles to S-waves. Soil Dynamics and Earthquake Engineering, 163, 107547. (SCI, IF: 4.25)
[14]Zheng, C., Kouretzis, G., Ding, X., & Luan, L.* (2022). Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics.46(15), 2931-2943. (SCI, IF: 4.229)
[15]Zheng, C., Luo, T., Kouretzis, G., Ding, X., & Luan, L.* (2022). Transverse seismic response of end‐bearing pipe piles to S‐waves. International Journal for Numerical and Analytical Methods in Geomechanics.46(10), 1919-1940 (SCI, IF: 4.229)
[16]Zheng, C., Cai, Y., Luan, L.,* Kouretzis, G., & Ding, X. (2021). Horizontal vibration of a rigid strip footing on viscoelastic half‐space. International Journal for Numerical and Analytical Methods in Geomechanics, 45(3), 325-335. (SCI, IF: 4.229)
[17]Luan, L., Zheng, C., & Kouretzis, G. (2019). Simplified three-dimensional analysis of horizontally vibrating floating and fixed-end pile groups. International Journal for Numerical and Analytical Methods in Geomechanics, 43(16), 2585-2596. (SCI, IF: 4.229)
[18]Luan, L., Zheng, C., Kouretzis, G., Cao, G., & Zhou, H. (2019). Development of a three‐dimensional soil model for the dynamic analysis of end-bearing pile groups subjected to vertical loads. International Journal for Numerical and Analytical Methods in Geomechanics, 43(9), 1784-1793. (SCI, IF: 4.229)
[19]Zheng, C., Luan, L.*, Kouretzis, G., & Ding, X. (2020). Vertical vibration of a rigid strip footing on viscoelastic half-space. International Journal for Numerical and Analytical Methods in Geomechanics, 44(14), 1983-1995. (SCI, IF: 4.229)
[20]Luan, L., Deng, X., Deng, W., Wang, C., & Ding, X. (2020). Influence of Pile Geometry on Responses of End-Bearing Pile Groups Subjected to Vertical Dynamic Loads. International Journal of Structural Stability and Dynamics, 20(04), 2050050. (SCI, IF: 2.957)
[21]Zheng, C., Luan, L.* Qin, H., & Zhou, H. (2020). Horizontal dynamic response of a combined loaded large-diameter pipe pile simulated by the Timoshenko beam theory. International Journal of Structural Stability and Dynamics, 20(02), 2071003. (SCI, IF: 2.957)
[22]Luan, L., Ding, X., Zhou, W., Zheng, C., & Qu, L. (2018). Horizontal dynamic response of a large-diameter pipe pile considering the second-order effect of axial force. Earthquake Engineering and Engineering Vibration, 17(3), 567-579. (SCI, IF: 2.810)
[23]Ding, X., Luan, L., Zheng, C., & Zhou, W. (2017). Influence of the second-order effect of axial load on lateral dynamic response of a pipe pile in saturated soil layer. Soil Dynamics and Earthquake Engineering, 103, 86-94. (SCI, IF: 4.250)
[24]Ding, X., Luan, L., Zheng, C., Mei, G., & Zhou, H. (2019) An Analytical Solution for Wave Propagation in a Pipe Pile with Multiple Defects. Acta Mechanica Solida Sinica, 1-17. (SCI, IF: 2.187)
[25]Ding, X., Luan, L. Liu, H., Zheng, C., Zhou, H., & Qin, H. (2020). Performance of X-section cast-in-place concrete piles for highway constructions over soft clays. Transportation Geotechnics, 22, 100310. (SCI, IF: 4.938)
[26]Luan, L., Ding, X., Qin, H., Zheng, C., & Cao, J. (2019). Comparison Studies for the Horizontal Dynamic Response of a Pipe Pile Based on the Euler Theory and Timoshenko Theory. In IACGE 2018: Geotechnical and Seismic Research and Practices for Sustainability (pp. 510-526). Reston, VA: American Society of Civil Engineers. (EI)
