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[1]Lin YL, Lu L, Chen XB, Xue Y, Wang ZM. Shaking table experiment on seismic response of a three-stage slope supported by anchoring lattice beam[J].Soil Dynamics and Earthquake Engineering, 2024, 187: 109003.
[2]Lin YL, Zhang Z, Zhou YH, Duan JY, Yang GL. Investigation on lateral pressure on a sheet-pile wall with EPS layer supporting an expansive soil slope[J].Case Studies in Construction Materials, 2024, 21: e03945.
[3]Lin YL, Lu L, Xing H, Ning X, Li LH. Upper bound solution on seismic anchor force and earth pressure of a combined retaining structure[J].Geomechanics and Engineering, 2024, 39 (2) : 171-179.
[4]林宇亮, 熊锦江, 邢浩, 宁曦. 基于XGBoost-SVR组合模型的高速公路建造碳排放量预测方法研究[J].中南大学学报(自然科学版), 2024, 55 (7) : 2588-2599.
[5]林宇亮, 程勇, 刘玮, 王斌, 高文慧, 李柔锋, 李志宏. 深基坑桩-撑-土组合支护结构的受力特性与优化设计[J]. 中南大学学报(自然科学版), 2024, 55 (6) : 2162-2174..
[6]林宇亮, 左伟俊, 邢浩, 郭冬冬. 基于组合赋权-VIKOR法的山区施工便道方案优选模型[J]. 中南大学学报(自然科学版), 2024, 55 (2) : 445-456.
[7]Zhang Z, Lin YL*, Zhang HR, He B, Yang GL, Xu YF. A field investigation on an expansive soil slope supported by a sheet-pile retaining structure[J]. Structural Engineering and Mechanics, 2024, 91 (3) : 315-324.
[8]Duan JY, Wu JJ, Su Y, Lin YL, Li YF, Lu L. Shear behaviors of expansive soils over a wide confining pressures range and their impacts on strength parameters[J]. Transportation Geotechnics, 2024, 48: 101328.
[9]Li YL, Yang GL, Lin YL, Zhao TY, Duan RK, Li HF. Research on the shallow landslide stability of vegetated slopes with expansive soils based on root morphology[J]. Ecological Modelling, 2024, 496: 110808.
[10]何丹, 郭亚林, 林宇亮, 肖洪波, 张沛然. 地形偏压对连拱隧道支护结构及围岩的影响[J]. 公路交通科技, 2024, 41 (11) : 163-173.
[11]林宇亮, 卢思达, 杨果林, 张沛然, 帅建国, 付雄. 浅埋偏压多洞室隧道洞口段施工力学特性现场试验研究[J].中南大学学报(自然科学版), 2023, 54 (12) : 4720-4731.
[12]王亮亮, 王照腾, 田建胜, 林宇亮, 于明晖. 不同压实状态浅季冻区膨胀土力学特性的冻融演化规律[J].铁道学报, 2023, 45 (11) : 146-153.
[13]杨果林, 李亚龙, 林宇亮, 李琪焕, 李海峰. 夹竹桃根系拉拔力学试验及计算模型研究[J]. 中南大学学报(自然科学版), 2023, 54 (6) : 2085-2099..
[14]Lu L, Lin YL*, Guo DD, Xing H, Zhang Z, Duan J. A modified Newmark block method for determining the seismic displacement of a slope reinforced by prestressed anchors[J]. Computers and Geotechnics, 2023, 162: 105697.
[15]Lin YL, Jin J, Jiang ZH, Liu W, Liu HD, Li RF, Liu X. Seismic response of combined retaining structure with inclined rock slope[J].Structural Engineering and Mechanics, 2022, 84 (5) : 591-604.
[16]徐永福, 程岩, 肖杰,林宇亮,戚顺超. 膨胀土滑坡和工程边坡新型防治技术研究[J].岩土工程学报, 2022, 44 (7) : 1281-1294.
[17]李珍玉, 欧阳淼, 肖宏彬, 林宇亮, 杨果林. 植物根系生长形态对膨胀土边坡土体抗剪强度的影响[J].中南大学学报(自然科学版), 2022, 53 (1) : 181-189.
[18]林宇亮*, 张震, 罗桂军, 肖洪波, 杨果林, 鲁立, 段君义. 膨胀土边坡的水平膨胀力及桩板结构内力分析.中南大学学报(自然科学版), 2022, 53 (1) : 140-149.
[19]张震, 林宇亮*, 何红忠, 张红日, 杨果林. 膨胀土边坡的失稳特征与稳定性分析[J].中南大学学报(自然科学版), 2022, 53 (1) : 104-113.
[20]Liu X, Li Y, Lin YL*, Banerjee JR. Spectral dynamic stiffness theory for free vibration analysis of plate structures stiffened by beams with arbitrary cross-sections[J].Thin-Walled Structures, 2021, 160: 107391.
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