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[1]Lu Kunlin, Chen Yiming, Wang Linfei，A study on the motion and accumulation process of non cohesive particles.[J:Natural Hazards,2021,105(1):205–225.
[2]K L Lu, D Y Zhu，A three-dimensional rigorous method for stability analysis and its application.[J:Bulletin of Engineering Geology and the Environment,2016,75(4):1445-1457.
[3]尹志凯,卢坤林*,石峰,朱大勇，基于改进差分进化算法的三维边坡锚固位置优化.[J:岩土工程学报,2020,42(7):1322-1330.
[4]雷先顺,谢沃,卢坤林*，无黏性土滑动和堆积特性的模型试验研究.[J:岩土工程学报,2016,38(2):226-236.
[5]卢坤林,朱大勇，坡面形态对边坡稳定性影响的理论与试验研究.[J:岩石力学与工程学报,2014,33(1):35-42.
[6]卢坤林,朱大勇,甘文宁,周玉新，一种边坡稳定性分析的三维极限平衡法及应用.[J:岩土工程学报,2013,35(12):2276-2282.
[7]卢坤林,朱大勇,杨扬，考虑土拱效应的非极限主动土压力计算方法.[J:中国公路学报,2010,23(1):19-25.
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