专著：

[1] 陶连金，张宇，陈向红，边金. 城市地下工程管幕法顶管施工与微变形控制技术[M]. 北京：清华出版社，2021.

论文：

[1] Yu Zhang, Lianjin Tao, Xu Zhao, et al. An analytical model for face stability of shield tunnel in dry cohesionless soils with different buried depth[J]. Computers and Geotechnics. 2022, 142: 104565.

[2] Yu Zhang, Lianjin Tao, Jun Liu, et al. Construction techniques and mechanical behavior of newly-built large-span tunnel ultra-short distance up-crossing the existing shield tunnel with oblique angle[J]. Tunnelling and Underground Space Technology. 2023, 138: 105162.

[3] Jian Zhu, Yu Zhang, Lianjin Tao, et al. A case study of deformation and failure of existing building induced by pipe jacking with pipe roof method[J]. Tunnelling and Underground Space Technology. 2026, 169: 107301.

[4] Yu Zhang, Lianjin Tao, Xu Zhao, et al. An analytical model of vertical load acting on jacked pipe considering soil arching effect in cohesionless soil[J]. Underground Space. 2024, 14: 263-284.

[5] Lianjin Tao, Yu Zhang, Xu Zhao, et al. Group effect of pipe jacking in silty sand[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2021, 147(11): 05021012.

[6] Linkun Huang, Lianjin Tao, Xu Zhao, Yu Zhang, et al. Transfer matrix modeling of tunnel with flexible joints subjected to strike-slip fault movements[J]. Soil Dynamics and Earthquake Engineering. 2026, 202: 109991.

[7] Yu Zhang, Jing Yang, Fei Guo, et al. A new analytical model for trapdoor tests considering effect of incomplete soil arching and principal stress deflection[J]. International Journal of Geomechanics. 2023, 23(11): 04023205.

[8] Yu Zhang, Xu Zhao, Fei Guo, et al. Influence of the advance jacked pipe on the jacking force of subsequent pipe based on pipe-soil full contact model[J]. Lithosphere. 2024:2023_216.

[9] Yu Zhang,Shuyuan Xie, Shao An, et al. Research on the design method and disaster reduction effect of articulated variable cross-section for sandy tunnel under the action of bedrock normal fault dislocation[J]. Geomechanics and Engineering. 2025, 42(4):253-266.

[10] Yu Zhang, Xu Zhao, Fei Guo, et al. Construction techniques and support effect of large-diameter pipe roof  for ultra-shallow buried subway station[J]. KSCE Journal of Civil Engineering. 2025, 29: 100098.

[11] 张宇,陶连金,董立朋,等. 密排横向管幕理论分析研究[J].岩土工程学报, 2021,43(02):365-374.

[12] 张宇,陶连金,刘军,等. 考虑主应力偏转和土拱效应的干砂盾构隧道掌子面极限支护力计算方法研究[J]. 岩土工程学报, 2023,45(03): 530-540.

[13] 张宇,陶连金,赵旭,等. 水平布置的先行顶管对后续顶管顶推力影响研究[J]. 东南大学学报(自然科学版), 2021,51(5):762-769.

[14] 张宇,王洛媛,安韶,等. 基岩正断层错动浅埋隧道铰接式衬砌损伤响应与减灾效果[J]. 辽宁工程技术大学学报(自然科学版), 2025,44(5):578-589.

[15] 刘明高,刘子健,陈仁东,庞康,周长林,张宇. 富水砂-黏复合地层超大直径盾构隧道下穿既有隧道微变形控制措施效果研究[J]. 市政技术, 2025,43(10):7-16.

专利：

[1] 张宇，谭磊，刘军，杨晓辉. 管幕法顶管顶推力试验系统及试验方法[P]. 中国发明专利：国家知识产权局授权，ZL202310086108.6.