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[101]Fangping Zhong, Yuanhong Yang, Junsheng Yang*, [103] Shuying Wang.Construction of Large-span Twin Tunnels below a High-rise Transmission Tower: a Case Study[J].Geotechnical and Geological Engineering, 2014, 32: 453–467.
[102]Syed Muntazir Abbas, Herbert Klapperich, Xuemin Zhang, Junsheng Yang*, Jinyang Fu.Response of the ground and adjacent buildings due to tunnelling in completely weathered granitic soil[J].Tunnelling and Underground Space Technology, 43 (2014) : 377-388.
[103]肖超, 张学民, 游永锋, 梁奎生, 邹志林, 阳军生.高强度基岩爆破预处理泥水盾构掘进特征研究[J].岩土工程学报, 2014, 36 (6) : 1179-1184.
[104]麻彦娜, 邓宗伟, 阳军生, 黎永索.盾构隧道下穿地下建筑物时的地表沉降分析[J].防灾减灾工程学报, 2013, 33 (6) : 705-711.
[105]麻彦娜, 黄常波, 张可能, 阳军生, 黎永索.弧形密排大直径管群顶管地表沉降分析[J].中南大学学报, 2013, 44 (11) : 4687-4693.
[106]谢壮, 梁禹, 李科, 阳军生, 肖超.穿越湘江地层裂隙密集区域大直径泥水平衡盾构掘进参数控制研究[J].铁道科学与工程学报, 2013, 10 (5) : 40-46.
[107]阳军生, 杨峰.一种二阶锥线性化方法在上限有限元中的应用研究[J], 2013, 34 (2) : 593-599.
[108]唐鹏, 胡鑫, 张华林, 晏莉, 杨元洪, 阳军生.大断面隧道下穿既有高压输电铁塔施工方案比选及应用研究[J].岩石力学与工程学报, 2012, 31 (6) : 1184-1191.
[109]张箭, 李昌友, 阳军生, 杨峰.基于六节点三角形单元和线性规划模型的上限有限元研究[J].岩石力学与工程学报, 2012, 31 (12) : 2556-2563.
[110]傅金阳, 李建生, 阳军生.隧道施工对邻近结构物影响评价软件的开发[J].地下空间与工程学报, 2011, 7 (1) : 168-173,184.
[111]Y.X. Zhang, D.M. Gou, J.S. Yang.Field Measurements and Numerical Analyses of Double-layer Pipe Roof Reinforcement in a Shallow Multi-arch Tunnel[J].Journal of Transportation Research Board, 2008, No.2050: 145-153.
[112]G.L. Li, S.J. Deng, L. Yan, J.S. Yang.Interactions of Four Tunnels Driven in Squeezing Fault Zone of Wushaoling Tunnel[J].Tunneling and Underground Space Technology, 2006, 21 (3-4) : 359.
[113]张家生, 张起森, 张军, 阳军生.溶洞上方圆形基础地基极限承载力有限元分析.岩石力学与工程学报, 2005, 24 (2) : 296-301.
[114]刘宝琛, 阳军生.竖井建设引起的地表移动及变形[J].岩石力学与工程学报, 1999, 18 (3) : 291-293.
[115]刘宝琛, 阳军生.沉桩引起的邻近地表移动及变形[J].工程勘察, 1999 (3) : 1-3.
[116]刘宝琛, 阳军生.挤压式盾构隧道施工引起的地表移动及变形[J].岩土力学, 1999, 19 (3) : 10-13.

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