（1） 国家自然科学基金面上项目（51779175）,《近海软弱土层中大直径单桩风电基础环境荷载灾变机理研究》。

  (2)     国家自然科学基金面上项目（51378392），《水平循环荷载和冲刷环境下深水群桩基础长期性能退化与模型试验研究》。

（3）国家自然科学基金青年科学基金项目（51008228），《软土地基中深水桩基础水平循环弱化特性与离心模型试验研究》。

[1]  Yu Feng, Zhang  Chenrong,Huang  Maosong, Yang Xiaofeng, Yao  Zhaoming. Model tests on cyclic responsesof a laterally loaded pile considering sand anisotropy and scouring. Journal ofmarine science and engineering. 2023,11(2):255. （SCI收录）

[2]  Yu, F, Zhang CR, Huang MS, YangXF Yao, ZM. Scouring effects on lateral cyclic responses of piles in sand.European journal of environmental and civil engineering.  2023,27(5):1941-1956. （SCI收录）

[3] Zhang Chenrong, Zhang Hao, Huang Maosong,Yu Jian. Responses of a circular tunnel in an elastic groundwith an improvement of the subgrade modulus. Computers and geotechnics,2023(5): （SCI收录）

[4] Zhang Xun, Zhang Chenrong, Liu Ying, HuZhiping. Nondimensional parametric method for studying lateral cyclic responseof offshore monopiles in sand [J].2021, 39 (4):482-493. （SCI收录)

[5] Chenrong ZHANG, Feng YU,Maosong HUANG, Zhiqi ZHU. Calculation of monopile foundation in sand tolong-term lateral cyclic load[J]. Marine Georesources and Geotechnology, 2021,39(9):1071-1082.（SCI收录）  

[6] Chenrong Zhang, Xun Zhang,Maosong Huang, Huawei Tang. Responses of caisson-piles foundations tolong-term cyclic lateral load and scouring. Soil Dynamics and EarthquakeEngineering，2019，119:62-74. （SCI收录）