• [81]晁晓波, 邱大洪.非粘性悬沙垂向浓度分布的数值模拟及水槽试验[J],水动力学研究与进展. A辑,1996,11(5):570
• [82]邱大洪, 贾影, 臧军.椭圆余弦波与直墙的相互作用[J],水利学报,1996,0(9):11
• [83]Qiu, DH, Wang, LS.Numerical and experimental research for wave damping over a submerged porous breakwater[A],1996,572-576
• [84]邹志利, 邱大洪, 王永学.VOF方法模拟波浪槽中二维非线性波[J],水动力学研究与进展. A辑,1996,11(1):93
• [85]邱大洪, 臧军.群墩上的波浪浮托力[J],港口工程,1995,05:8-12
• [86]邱大洪, 臧军.作用于可变形地基上墩柱底部的波浪渗流力[J],大连理工大学学报,1995,35(5):709
• [87]QIU, DH, WANG, QL.THE IRREGULAR WAVE-INDUCED SEEPAGE FORCE ON THE BOTTOM OF A CIRCULAR-CYLINDER[A],1995,162-169
• [88]邱大洪.大型海上工程中的关键力学问题[J],科技导报,1994,12:25-27
• [89]邱大洪, 陈健.抛石基床上圆柱墩底部的波浪浮托力[J],海洋学报,1994,16(1):114
• [90]邱大洪, 孙昭晨.关于波浪在多孔介质内的渗流对结构作用的研究[J],水动力学研究与进展(A辑),1993,S1:545-551
• [91]邹志利, 邱大洪, 臧军, 李黎.可渗可压缩海床上墩柱底面波浪渗流压力的计算[J],海洋工程,1993,04:47-58
• [92]邱大洪, 臧军.重力式墩柱底部所受波浪渗流力的理论和实验研究[A],1993,998-1005
• [93]邱大洪, 藏军.作用在三维任意形状建筑物底面上的渗流压力的数值计算[J],海洋通报,1993,01:61-68
• [94]邹志利, 邱大洪.无限深可压缩海床上圆墩柱波浪渗流压力解析解[J],海洋学报,1993,15(3):106
• [95]邱大洪, 邹志利, 臧军, 李黎.双墩柱波浪渗流力[J],大连理工大学学报,1993,33(2):232
• [96]QIU, DH, LI, L.EXPERIMENTAL STUDY ON THE PERMEABILITY OF RUBBLE MATERIALS USED IN COASTAL STRUCTURES[A],1993,503-513
• [97]Qiu Dahong, Zang Jun, Qiu, Dahong, Dalian Univ of Technology, Dalian, China.Wave force action on a pier sitting on deformable seabed[J],Journal of Hydrodynamics,1993,5(3):32-41
• [98]Qiu D.H., Wang H., Zang J..Nonlinear wave induced seepage force on cylinder in shallow water[A],1993,216-220
• [99]Zhou Zhili, Qiu Dahong, Zhou, Zhili, Dalian Univ of Technology, Dalian, China.Analytical solution of wave-induced seepage pressure acting on the base of breakwater[J],Journal of Hydrodynamics,1993,5(1):42-51
• [100]邹志利, 邱大洪.直立式防波堤基底波浪渗流压力解析解[J],水动力学研究与进展(A辑),1992,03:295-302