| 期刊论文： [1] Xueliang Zhao, Xinrui Chen, Shuhuan Sui, Wenni Deng, Kanmin Shen. Experimental study of local scour around bucket foundation in sand. Ocean Engineering 286 (2023) 115482. [2] Wang, X.; Zhao, X.-L.; Sui,S.-H.; Hu, Z.-B.; Deng,W.-N.; Song, Q.-M. Bearing Characteristics of Tripod Bucket Foundation under Horizontal and Moment Load in Sand. J. Mar. Sci. Eng. 2023, 11, 1631. [3] 赵学亮，王浩，陈正翰，杨建中，徐赵东. 月壤颗粒间的范德华力作用研究进展. 空间科学学报. 2023,43(02). [4] 赵学亮，王鑫，陈馨睿，隋淑环，沈侃敏，邓温妮．砂土中冲刷条件下三筒基础水平承载特性研究[J/OL]．海洋工程. https://kns.cnki.net/kcms2/detail/32.1423.P.20230620.1805.002.html [5] 赵学亮，张景斐，黄钺，何润财，王洪庆，田伟辉. 嵌岩桩水平承载力计算方法的分析比较. 江苏大学学报(自然科学版). 2023,44(03). [6] 赵学亮，陈馨睿，丁鹏程，朱文波，沈侃敏. 动荷载下不同细粒含量粉土孔压发展模式研究. 武汉理工大学学报(交通科学与工程版). 2022, 46(02): 264-269 DOI: 10.3963/j.issn.2095-3844.2022.02.015 [7] 赵学亮，隋淑环，陈馨睿，任彦忠，吴成恩，宋启明．砂土中吸力式筒形基础冲刷数值模拟分析．哈尔滨工程大学学报. 2023,44(04). [8] Zhao, X.-L*.; Wang, X.; Ding, P.-C.; Sui, S.-H.; Deng, W.-N. Development and Influence of Pore Pressure around a Bucket Foundation in Silty Soil. Journal of Marine Science and Engineering. 2022, 10, 2020. https://doi.org/10.3390/jmse10122020 [9] 周钊，赵学亮，韩天然，陶津. 盾构隧道监测数据三维可视化研究. 地下空间与工程学报. 2021,17(S2). [10]朱建民, 龚维明. 赵学亮*. 谢礼飞. 单桩轴向抗压承载力检测之疾速载荷试验. 中外公路. 2021,41(04): 47-51. [11]赵学亮*，李扬扬，王鑫，朱文波，戴国亮，邓温妮. 砂土中吸力式三筒基础水平承载特性试验研究. 湖南大学学报（自然科学版）. 2021, 48(9): 20-29. DOI：10.16339/j.cnki.hdxbzkb.2021.09.003 [12]周钊, 赵学亮*, 王正振,陶津. 大型基坑群开挖对紧邻隧道的影响分析. 2021年工业建筑学术交流会, 2021. DOI：10.26914/c.cnkihy.2021.020682 [13]Xueliang Zhao; Jian Xu; Youhu Zhang; Zhong Xiao ; Coupled DEM and FDM Algorithm for Geotechnical Analysis, International Journal of Geomechanics, 2018, 18(6): 04018040. [14]Xueliang Zhao; Chi Zhang; Yang Luan; Zhong Xiao ; Stereological analyses of microstructure of granular soils using the numerical method, Bulletin of Engineering Geology and the Environment, 2018, 77: 1103-111519. [15]Zhao X., Zhang C., Luan Y., and Xiao Z. Stereological analyses of microstructure of granular soils using the numerical method. Bulletin of Engineering Geology and the Environment. 2017, 1-13. [16]穆保岗，穆腾飞，龚维明，赵学亮，沉管隧道大开挖回弹再压缩问题试验研究，地下空间与工程学报，2016.10.1，26（10）：1172~1178 [17]Zhao, X., Wang, D., Randolph, M., and Gaudin, C. Upper bound analysis of uplift capacity of helical anchor in cohesive soil. Géotechnique Letters, 2015, 5:205-211. [18]Zhao, X., Xu, J., Mu, B., and Li, B. Macro- and Meso-scale Mechanical Behavior of Caissons During Sinkin. Journal of Testing and Evaluation, 2015, 43(2): 363–375. [19]Zhao, X. and Cai, G.. SPT-CPT Correlation and its application for liquefaction evaluation in China. Marine Georesources and Geotechnolog, 2015, 33: 272–281. [20]朱小军, 赵学亮, 龚维明, 徐国平, 闫峭. 刚性桩复合地基垫层破坏机理研究. 中国公路学报, 2014, 27(5): 105-111. [21]赵学亮，朱小军. 碎石垫层破坏模式细观机理分析. 岩土工程学报, 2013, 35(supp2): 1159-1162. [22]朱小军，赵学亮，龚维明，徐国平. 复合地基垫层破坏模式的试验研究与数值模拟. 1066vip威尼斯学报(自然科学版), 2013, 43(3):629-633. [23]朱小军，龚维明，赵学亮. 砂桩群桩复合地基模型试验研究. 岩土工程学报. 2013, 35(supp 2): 680-683. [24]赵学亮，赫建明，董高峰，李腾飞，吴方华. 离散单元法对粒状土的微观特性研究探讨. 工程地质学报，2012, 20(4): 607-613. [25]Zhao, X. and Evans, T. M., Numerical analysis of critical state behaviors of granular soils under different loading conditions, Granular Matter, 2011, 13(6): 751-764. [26]Dai, G., Gong W., Zhao X., and Zhou X. Static testing of pile-base post-grouting piles of the Suramadu Bridge. Geotechnical Testing Journal, 2011, 34(1): 1-15. [27]Zhao, X. Analysis of granular assembly deformation using discrete element method. Journal of Southeast University (Natural Science Edition), 2010, 26(4): 608-613.
专著： [1] Zhao, X. (2021). Pile Capacity. In: Cui, W., Fu, S., Hu, Z. (eds) Encyclopedia of Ocean Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-6963-5_211-1 [2] 赵学亮. 《不同应力状态下砂性土宏细观特性分析研究》(M). 1066vip威尼斯版社，2017年
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