[1]Zhang Xiao-ling,Zhou Rui, Zhang Guo-liang*.A corrected p-y curve model for large-diameter pile foundation of offshore wind turbine.OceanEngineering, 2023, 156273:114012.

[2]Zhang Xiao-ling,LiuCheng-rui,WangPi-guang, ZhangGuo-liang*. Experimental simulation study on dynamic response of offshore wind power pile foundation under complex marine loadings. Soil Dynamics and Earthquake Engineering, 2022, 156: 107232.

[3]ZhangXiao-ling*, LiuCheng-rui, Ye Jian-hong. Model test study of offshore wind turbine foundation under the combined action of wind, wave and current. Applied Sciences,2022, 12(10), 5197.

[4]张小玲,刘乘瑞,王丕光.复杂动荷载作用下海上风电结构体系耦合模型试验加载系统.国家发明专利：202110427105.5.公开号：CN113176071A

[5]ZhangXiao-ling, Xu Ying-duo, WangPi-guang*, XuHai-bin, DuXiu-li. The u-p analytical solution for impedances of saturated soil to a laterally vibrating pile considering radial inhomogeneity. Soil Dynamics and Earthquake Engineering,2022,155: 107166.

[6]张小玲*,李秀瑜,许成顺,杜修力.基于标准化修正SPT-N值的砂土液化评估双曲线模型.中国公路学报. 2022,35(12):47-55. (ISSN: 10017372, Accession number:20230313390727)

[7]Zhang Xiao-ling, Xue Jun-yuan, Xu Cheng-shun*, Liu Kai-yuan. An analysis method for lateral capacity of pile foundation under existing vertical loads. Soil Dynamics and Earthquake Engineering,2021, 142: 106547.

[8]张小玲,李秀瑜,杜修力.考虑细粒含量的砂土液化判别双曲线模型研究.岩土工程学报.2021, 43(3): 448-455.

[9]张小玲,赵景玖,杜修力.基于Vesic圆孔扩张理论的桩周土抗力计算方法研究.中国公路学报.2021, 34(6): 19-26.

[10]张小玲,薛钧元.一种新型的自平衡竖向加载试验装置. 202020205620.X.(已授权)