个人简介
工作经历
2020.07 至今 南京工业大学交通运输工程学院 副教授
2015.06 至今 南京工业大学交通运输工程学院 硕 导
2014.08 - 2020.06 南京工业大学交通运输工程学院 讲 师
教育背景
2008.09 – 2014.01 大连理工大学土木水利学院 博士（防灾减灾工程及防护工程）
2011.09 – 2013.06 日本国立群马大学工学部， 国家公派联合培养博士研究生（岩土工程）
2004.09 – 2008.07 辽宁工程技术大学土木与建筑工程学院，学士（灾害防治工程）（辅修获得辽宁大学经济法学第二学位）
主讲课程
本科生课程：土质学与土力学、基础工程学、地下防护工程
招生方向
岩土工程、土木水利（专业学位）、防灾减灾与防护工程、桥梁与隧道工程、地质工程
科研项目
主要纵向课题：
[1] 江苏省自然科学基金面上项目(SBK2020020702)：倾斜入射地震波作用下海上风机单桩基础动力响应特征与失稳机理，2020.7-2022.8
[2] 国家自然科学基金青年基金项目(51508271)：考虑粉粒含量影响的循环荷载下砂土边界面模型及其适用性研究，2016.01-2018.12
[3] 江苏省自然科学基金青年基金项目(BK20150958)：饱和粉细砂层地震液化引起桩基沉降的机制研究，2015.7-2018.8
[4] 江苏省博士后科研资助计划（1501067B）：饱和含粉粒砂土液化剪胀机理试验研究及其本构描述
[5] 中国博士后科学基金第 58 批面上资助（2015M581782）：循环荷载下饱和含粉粒砂土剪胀规律及本构模型研究
主要横向课题：
[1] 软土电渗法地基处理数值仿真, 2021. 3
[2] 复杂地质条件下的隧道施工风险评估与动态仿真, 2020,3
[3] 太平洋咨询公司，Deformable and Rigid projectile impacts analysis on concrete slabs，2016
[4] 日本独立行政法人水资源机构，库岸滑坡地震稳定性研究， 2014
[5] 日本国土交通省，壁式改良法的抗液化性能研究，熊本河川国道事务所，2012
奖励荣誉
2020.11 江苏省微课教学比赛三等奖
2020.09 南京工业大学微课教学比赛特等奖
2020.07 南京工业大学 2020 年来华留学生招工作先进个人
2019.09 南京工业大学微课教学比赛二等奖
2018.06 南京工业大学 2018 届本科生优秀毕业设计优秀指导教师
2016.11 第一届全国城市地下空间工程专业青年教师讲课大赛优胜奖
专利及软著
[1] 徐令宇, 潘冬冬, 李永义, 陈炜昀. 用于既有高速公路边坡排水及加固的排水管及其施工方法, ZL201610841270.4,授权日期 2019.06.14.
[2] 潘京敏,徐令宇,杨泽等. 一种桩基钢筋笼接长施工的加固装置. 2020-05-25,申请号：201920580453.4
[3] 徐令宇,潘京敏,张璟哲,李永义,邵旺达. 桩基广义非线性荷载传递模型参数分析软件[简称：GN 荷载传递模型参数分析软件 V1.0].2019-08-16 登记号: 2019SR0854174.
[4] 徐令宇, 邵旺达, 潘京敏, 李永义, 陈炜昀. 桩基竖向和水平响应有限元分析软件[简称: VLPILES桩基有限元分析软件 V1.0]. 2018-07-03, 登记号: 2018SR509187
近期论文
查看导师最新文章
（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）
[1] Weiyun Chen, Linchong Huang, Lingyu Xu*, Kai Zhao, Zhicheng Wang, Dongsheng Jeng (2021) Numerical study on the frequency response of offshore monopile foundation to seismic excitation. Computers and Geotechnics. Under review
[2] Ling-Yu Xu, Fei Cai, Wei-Yun Chen, Jing-Zhe Zhang, Dong-Dong Pan, Qi Wu, Guo-Xing Chen. (2021) Undrained cyclic response of a dense saturated sand with various grain sizes and contents of nonplastic fines: experimental analysis and constitutive modeling, Soil Dynamics and Earthquake
Engineering, https://doi.org/10.1016/j.soildyn.2021.106727.
[3] Ling-Yu Xu, Cheng-Xiang Song, Wei-Yun Chen, Fei Cai, Yong-Yi Li, Guo-Xing Chen (2021) Xu, LY, Song, CX, Chen, WY, Cai, F, Li, YY, Chen, G X. (2021) Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions. Soil Dynamics and Earthquake Engineering Volume 144; 106709: 1-13. doi:10.1016/j.soildyn.2021.106709
[4] Ling-Yu Xu, Fei Cai, Jing-Zhe Zhang, Dong-Dong Pan, Qi Wu , Guo-Xing Chen. Evaluation of grain size and content of nonplastic fines on undrained behavior of sandy soils, Marine Georesources & Geotechnology, 2020, doi: 10.1080/1064119X.2020.1821847
[5] Xu, L. Y., Zhang, J. Z., Cai, F., Chen, W. Y., & Xue, Y. Y. (2019). Constitutive modeling the undrained behaviors of sands with non-plastic fines under monotonic and cyclic loading. Soil Dynamics and Earthquake Engineering, 123, 413-424. [6] Ling-Yu Xu, Fei Cai, Ying-Ying Xue, Jing-min Pan. Generalized nonlinear model describing softening
and hardening behaviors of skin friction for axially loaded piles. Computers and Geotechnics, 2019, 116:1013196, 2019. (SCI)
[7] Ling-Yu Xu, Jing-Min Pan, Ying-Ying Xue, Fei Cai. A numerical investigation of influence of low-plasticity fines in sand on lateral response of piles Marine Georesources & Geotechnology, 2020, 38(3): 302-311. (SCI)
[8] Xu L Y*, Shao W D, Xue Y Y, Cai F, Li Y Y. (2019) A simplified piecewise-hyperbolic softening model of skin friction for axially loaded piles. Computers and Geotechnics, 2019, 108: 7-16. [9] Ling-Yu Xu, Fei Cai & Ying-Ying Xue (2019) Implementation of state-dependent plasticity model in strain wedge model for laterally loaded piles in sand, Marine Georesources & Geotechnology, 2019, 37(5): 622-632. (SCI)
[10] Ling-Yu XU, Fei CAI, Ying-Ying XUE, Yong-Yi LI, Chiaki TAKAHASHI. Numerical analyses of local damage of concrete slabs by normal impact of deformable solid projectiles. KSCE Journal of Civil Engineering, 2019, 23(12): 5121-5132. (SCI)
[11] Ling-Yu XU, Fei CAI, Guo-Xin WANG, et al.(2017) Nonlinear analysis of single laterally loaded piles in clays using modified strain wedge model. International Journal of Civil Engineering, 15(6): 895–906, 2017. DOI: 10.1007/s40999-016-0072-8
[12] Ling-Yu XU *, Fei CAI, Guo-Xin WANG, et al.(2017) Nonlinear analysis of single reinforced concrete piles subjected to lateral loading. KSCE Journal of Civil Engineering, 21(7), 2622–2633, 2017.
[13] Ling-Yu XU, Fei CAI, Guo-Xin WANG, Keizo UGAI, Akihiko WAKAI, Qing-Qing YANG, Atsuo ONOUE. Numerical assessment of liquefaction mitigation effects on residential houses: case histories of the 2007 Niigata Chuetsu-offshore earthquake. Soil Dynamics and Earthquake Engineering, 53:196-209, 2013. doi:10.1016/j.soildyn.2013.07.008
[14] Ling-Yu XU Fei Cai, Guo-Xin Wang, Keizo UGAI. Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model. Computers and Geotechnics, 51: 60-71, 2013. doi: 10.1016/j.compgeo.2013.01.003
[15] Chen, G., Xu, L., Kong, M., Li, X. (2015). Calibration of a CRR model based on an expanded SPT-based database for assessing soil liquefaction potential. Engineering Geology, 196, 305-312.
[16] Chen, W., Chen, G., Jeng, D., & Xu, L. (2020). Ocean Bottom Hydrodynamic Pressure due to Vertical Seismic Motion. International Journal of Geomechanics, 20(9), 06020025..
[17] Chen, W., Mou, Y., Xu, L., Wang, Z., & Luo, J. (2020). Frequency‐dependent dynamic behavior of a poroviscoelastic soil layer under cyclic loading. International Journal for Numerical and Analytical Methods in Geomechanics, 44(9), 1336-1349..
[18] Guoxing, Chen, Qi, Wu, Tian, Sun., Kai, Zhao., Enquan, Zhou, Lingyu, Xu, & Yanguo, Zhou. (2021). Cyclic behaviors of saturated sand-gravel mixtures under undrained cyclic triaxial loading. Journal of Earthquake Engineering, 25(4), 756-789..
[19] Chen, G., Zhou, Z., Sun, T., Wu, Q., Xu, L., Khoshnevisan, S., & Ling, D. (2019). Shear modulus and damping ratio of sand–gravel mixtures over a wide strain range. Journal of Earthquake Engineering, 23(8), 1407-1440.
[20] Yang, Q., Cai, F., Su, Z., Ugai, K., Xu, L., Huang, R., Xu, Q. (2014). Numerical simulation of granular flows in a large flume using discontinuous deformation analysis. Rock mechanics and rock engineering, 47(6), 2299-2306.
[21] 徐令宇,蔡飞,陈国兴,王国新. 考虑循环软化的非线性动力本构模型在 FLAC3D 中的实现.岩土力学，37(11), 2016 :3329-3335
[22] 徐令宇, 薛莹莹，潘冬冬, 吴琪. 非塑性细粒粒径与含量对饱和砂类土强度的影响, 防灾减灾工程学报. 2020,40(05):741-748
[23] 徐令宇,王国新,蔡飞,鵜飼惠三.可液化场地地震反应完全耦合动力分析及其验证. 地震工程与工程振动,06:136-144,2014. [24] 徐令宇, 王国新，蔡飞. 考虑桩身钢筋混凝土非线性的单桩水平响应分析, 哈尔滨工程大学学报, 2015, 36(6): 871-876.
[25] 赵丁凤, 阮滨, 陈国兴, 徐令宇, 庄海洋. 基于 Davidenkov 骨架曲线模型的修正不规则加卸载准则与等效剪应变算法及其验证. 岩土工程学报，2017 , 39 (5) :888-895
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