Journal Publications

• [21]Lin YL, Li YX, Yang GL, Li Y. Experimental and numerical study on the seismic behavior of anchoring frame beam supporting soil slope on rock mass[J].Soil Dynamics and Earthquake Engineering, 2017, 98 (0) : 12-23.
• [22]Lin YL, Yang GL, Yang X, Zhao LH, Shen Q, Qiu MM. Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading[J].Soil Dynamics and Earthquake Engineering, 2017, 92 (0) : 633-649.
• [23]杨果林, 张梓振, 杜勇立, 林宇亮. 煤矸石组合式加筋挡土墙现场试验研究[J].铁道科学与工程学报, 2017, 14 (7) : 1382-1390.
• [24]Qiu MM, Yang GL, Shen Q, Yang X, Wang G, Lin YL. Experimental study on the dynamic behavior of new cutting subgrade structure of expensive soil under train loads coupling with service environment[J].Journal of Central South University, 2017, 24 (4) : 875-890.
• [25]邱明明, 杨果林, 吴镇清, 姜安龙, 林宇亮. 双孔平行地铁隧道盾构施工地表沉降分布规律研究[J].现代隧道技术, 2017, 54 (2) : 96-105.
• [26]Zhao LH, Zuo S, Lin YL, Li L, Zhang YB. Reliability back analysis of shear strength parameters of landslide with three-dimensional upper bound limit analysis theory[J].Landslides, 2016, 13 (4) : 711-724.
• [27]杨果林, 邱明明, 申权, 林宇亮. 基于应力吸收-防水层的铁路基床结构动力特性分析[J].上海交通大学学报, 2016, 54 (2) : 1753-1760.
• [28]Lin YL, Shi F, Yang X, Yang GL, Li LM. Numerical analysis on seismic behavior of railway earth embankment: A case study[J].Journal of Central South University, 2016, 23 (4) : 906-918.
• [29]Zhao LH, Zuo S, Li L, Lin YL, Zhang YB. System reliability analysis of plane slide rock slope using Barton-Bandis failure criterion[J].International Journal of Rock Mechanics and Mining, 2016, 88: 1-11.
• [30]杨果林, 邱明明, 申权, 林宇亮. 防排水结构层对铁路基床动力响应的影响研究[J].中国铁道科学, 2016, 37 (2) : 8-16.
• [31]Lin YL, Leng WM, Yang GL, Li L, Yang JS. Seismic response of embankment slopes with different reinforcing measures in shaking table tests[J].Natural Hazards, 2015, 76 (2) : 791-810.
• [32]Lin YL, Leng WM, Yang GL, Zhao LH, Li L, Yang JS.Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method[J].Soil Dynamics and Earthquake Engineering, 2015, 70 (0) : 133-147.
• [33]Lin YL. Shaking table modeling of embankment slope response to earthquake loading[J].Disaster Advances, 2013, 6 (12) : 69-77.
• [34]Lin YL, Fang YH. Settlement behavior of new reinforced earth retaining walls under loading-unloading cycles[C].The 2nd International Conference on Civil Engineer, 2013: 215-219.
• [35]Lin YL, Yang GL. Dynamic behavior of railway embankment slope subjected to seismic excitation[J].Natural Hazards, 2013, 69 (1) : 219-235.
• [36]Lin YL. Deformation behavior of reinforced embankment slopes under seismic excitation[J].Disaster Advances, 2013, 6 (7) : 12-19.
• [37]何丽平, 杨果林, 林宇亮, 易岳林. 高陡边坡组合式支挡结构大型振动台试验研究[J].岩土力学, 2013, 34 (7) : 1951-1957.
• [38]Lin YL, Yang GL. Dynamic deformation behavior and life analysis of green reinforced gabion retaining wall[C].The 2nd International Conference on Civil Engineer, 2013: 251-255.
• [39]林宇亮, 杨果林, 许桂林. 柔性网面土工格栅加筋土挡墙工程特性研究[J].中南大学学报(自然科学版), 2013, 44 (4) : 1532-1538.
• [40]林宇亮, 杨果林, 钟正. 不同压实度路堤边坡地震响应振动台试验研究[J].岩土力学, 2012, 33 (11) : 3285-3291.