中南大学张学民

Kongshu Deng, Xuemin Zhang, Junsheng Yang and Huangong Wang. Deformation characteristics under variable stiffness for the propelling mechanism of EPB shield machines in mixed ground[J]. Journal of Mechanical Science and Technology, 2014,28 (9):3679-3685. (通讯作者，SCI收录)

Zhang Y, Bai S, Zhang Q, Zhang X. M. Failure behavior of strain hardening cementitious composites for shear strengthening RC member[J]. Construction & Building Materials, 2015, 78:470-473. (通讯作者，SCI收录)

Jinyang Fu, Junsheng Yang, Xuemin Zhang, Herbert Klapperich, Syed Muntazir Abbas. Response of the ground and adjacent buildings due to tunnelling in completely weathered granitic soil [J]. Tunnelling and Underground Space Technology, 2014, 43: 377–388. (SCI收录)

Jiang Chen, Junsheng Yang, Xueming Zhang. Field measurements and design optimization of diaphragm walls [J]. Geotechnical Testing Journal (SCI), 2017, 40(1): 1–8. (通讯作者，SCI收录)

Guoliang Zhang, Xuemin Zhang, Xuefeng Han. Deformation Features of Unsymmetrical Loaded Foundation Pit Enclosure Structure Close to Highway. 2012 International Conference on Electric Technology and Civil Engineering, 635-638. (联系作者, EI收录)

Xuemin, Zhang, Feng, Yang, Junsheng, Yang. Experimental study on anisotropic strength properties of sandstone. Electronic Journal of Geotechnical Engineering, 2010, 15M, 1325-1335. (EI收录)

X. M. Zhang, J. S. Yang, B. C. Liu. Experimental study on anisotropic strength properties of sandstone in China. Proceedings of the ISRM-Sponsored International Symposium on Rock Mechanics:“Rock Characterisation, Modelling and Engineering Design Methods”, 2009, 375-379. (国际会议ISTP收录)

Xuemin Zhang, Junsheng Yang, and Jiejin Chen. Stability Analysis of Tunnel Driven in Stratified Anisotropic Rock mass. ASCE Geo Specail Publication: Recent Advancement in Soil Behavior, In Situ Test Methods, Pile Foundations, and Tunneling, 2009:237-242. (EI收录)

Zhang X. M., Li J., Yang J.S. Study on the screening effectiveness of vibration isolation trench. Applied Mechanics and Materials, 2011,71: 44-48 (EI收录)

ZHANG Xue-min, YANG Jun-sheng, LIU Bao-chen. Stability Assessment of Surrounding Rock of Underground Opening due to Excavation of Adjacent Working Tunnel. Progress in Safety Science and Technology, Vol.vi. Beijing/ New York: Science Press, 2006, 2223~2226.（EI、ISTP收录）

Guoliang Zhang, Xuemin Zhang, Jie Li, Shuying Wang. Wireless Real-time Telemetry Automatic System for Monitoring the Settlement of Structure and its application. Advanced Materials Research, 2012, Vol 468: 1110-1113. (EI收录)

Jiang Chen, Junsheng Yang, Xuemin Zhang, et al. Study on Effect of Excavation of Pit on Its Underlying Metro Tunnel[C]. ITA WTC 2015 Congress and 41st General Assembly. Croatia: Lacroma Valamar Congress Center, 2015: 715–716.

陈江，阳军生，张学民等. 相邻深基坑的连续墙受力数值分析与现场测试[J]. 东北大学学报（EI）, 2016.

陈江，阳军生，张学民等. 共用连续墙结构的现场测试与安全性评价[J]. 中国安全科学学报（CSCD核心收录）, 2016, 26(7): 108–112.

張學民，黃勤偉，歐雪峰. 富水强风化花岗岩地层深基坑开挖对临近建筑物的影响研究.2015年第十四届海峡两岸隧道与地下工程学术与技术研讨会，2015.11.

张学民,石钰锋,张自力,白伟,阳军生,张国亮. 列车动载作用下偏压基坑围护结构的动力响应分析[J].振动与冲击, 2012,31(20):103-109.

石钰锋,阳军生,白伟,张学民*. 紧邻铁路偏压基坑围护结构变形与内力测试分析[J].岩石力学与工程学报, 2011,30(4):826-833.

王树英，阳军生，张学民. 低塑性粉土液化重固结后剪切强度研究. 岩土力学，2014， 35（7）：1849-1854 (EI)

周森,张学民,龙万学,杨峰,阳军生. 软弱围岩隧道贯通前工作面稳定性评价[J]. 中外公路,2014,05:217-220.

王树英，阳军生，张学民.低塑性粉土液化重固结后剪切强度研究[J]. 岩土力学, 2014,35(7): 1849-1854.

鄢定嫒，张学民，李兵，阳军生，具有层理弱面砂质板岩力学特性的试验研究，公路交通科技(应用技术版)，2012年02期

杨峰，阳军生，张学民，基于线性规划模型的极限分析上限有限元的实现，岩土力学, 2011，32(3) : 914-921

杨峰，阳军生，张学民，赵炼恒，黏土不排水条件下浅埋隧道稳定性上限有限元分析，岩石力学与工程学报, 2010，29(S2): 3952-3959

张学民，阳军生，李婕，顿志林，高雪冰，横观各向同性体非轴对称半空间问题的统一解，哈尔滨工业大学学报, 2009年 10期

白伟，胡勇，张学民，阳军生，石钰锋，深圳地铁5号线下穿梅龙立交桥施工技术，公路交通科技(应用技术版)，2011年第4 期：246- 249

高世军，张学民，地形与地质构造偏压隧道结构受力分析[J]，中外公路, 2009, 29 (05) :204-207

邓少军，阳军生，张学民，钟放平，浅埋偏压连拱隧道施工数值模拟及方案比选，地下空间与工程学报, 1（5），2005

彭军龙，张学民，阳军生，张起森，地铁深基坑支护的遗传神经网络位移反分析，岩土力学, 28(10)，2118－2122，2007