赵明华

期刊论文

1. Wenzhe Peng, Zhenhuai Yang, Qin Zhu, Xiaojie Jiang, Ling Zhang, Minghua Zhao (2026). Failure mechanisms and seismic stability of purely cohesive slopes with internal karst cavities under surcharge and seismic loading. Transportation Geotechnics.DOI
2. 杨凯旋，赵衡，赵明华，加武荣，华旭刚（2025）. 考虑桩岩界面体积剪缩的灌注桩竖向荷载传递解析解. 《岩土工程学报》.
3. 张玲，周杰，周帅，邓孟超，赵明华（2025）. 考虑拱脚下沉的桩承式路堤土拱效应弹簧活动门试验. 《中国公路学报》.
4. 张承富，黄朝广，彭文哲，赵明华，吴高桥（2025）. 砂及黏性土拱形成机理和演化过程试验研究. 《公路工程》.DOI
5. 邓友生，肇慧玲，赵明华，刘晓明，姚志刚，庄子颖（2025）. 螺槽单桩竖向承载影响参数分析. 《湖南大学学报(自然科学版)》.DOI
6. 叶玉麟，葛元彬，赵明华，宋子屹，徐方才（2025）. 不同缺陷特征对坝基防渗墙渗流性态的影响规律研究. 《南水北调与水利科技(中英文)》.
7. 叶玉麟，王凯航，赵明华，宋子屹，徐方才，张涵需（2025）. 土石坝防渗结构缺陷诊治方案垂直领域大模型构建方法. 《南水北调与水利科技(中英文)》.
8. Qin Zhu, Wenzhe Peng, Xiaojie Jiang, Ling Zhang, Minghua Zhao (2025). Influence of scour hole geometry on lateral bearing capacity of nearshore rigid piles. Marine Georesources and Geotechnology.DOI
9. Ling Zhang, Yue Gao, Wenzhe Peng, Xiaojie Jiang, Minghua Zhao (2025). Numerical study of pile responses on sloping seabeds under multidirectional lateral loading. Ocean Engineering.DOI
10. Wenzhe Peng, Xiaojie Jiang, Qin Zhu, Ling Zhang, Minghua Zhao, Dequan Zhou (2025). Responses of karst-penetrating piles under active and passive loading: experimental and numerical investigation. Transportation Geotechnics.DOI
11. Wenzhe Peng, Xiaojie Jiang, Chaowei Phil Yang, Ling Zhang, Minghua Zhao (2025). Coupled effects of cyclic loading and slope on nearshore pile safety: Insights from model testing. Marine Georesources and Geotechnology.DOI
12. 邓友生，张克钦，赵明华，李文杰，宋虔，马二立（2024）. 连梁-桩结构荷载传递特性试验研究. 《应用基础与工程科学学报》.
13. 杨凯旋，刘亚楠，赵衡，赵明华（2024）. 砂岩-混凝土结构面剪切特性试验研究及离散元模拟. 《湖南大学学报(自然科学版)》.
14. 张玲，岳梢，赵明华，李琼，彭文哲（2024）. 斜坡段水平循环受荷单桩变形特性试验及分析模型. 《中国公路学报》.
15. Qian Hu, Fei Han, Mônica Prezzi, Rodrigo Salgado, Minghua Zhao, Huan Wang, Barry M. Lehane, M. F. Bransby, Amin Askarinejad, L. Z. Wang (2024). Lateral load response of large-diameter monopiles in sand. Géotechnique.DOI
16. Yue Shao, Ling Zhang, Shuai Zhou, Wenzhe Peng, Gaoqiao Wu, Minghua Zhao (2024). Experimental investigation into effects of slope and loading characteristics on cyclic laterally loaded monopile in sand. Ocean Engineering.DOI
17. Wenzhe Peng, Minghua Zhao, Ling Zhang, Qin Zhu, Shuai Zhou (2024). Effect of single and dual voids on vertical capacity of large-diameter monopiles in marine clay. Marine Georesources and Geotechnology.DOI
18. 赵明华，刘洲，赵衡，徐泽宇，彭文哲，杨凯旋（2023）. 冰雹作用下土质边坡模型试验方法. 《湖南大学学报(自然科学版)》.
19. 刘晓明，王艺钢，赵明华（2023）. 岩溶发育区公路路基强夯处治方法研究与应用. 《中外公路》.
20. Gaoqiao Wu, Minghua Zhao, Chengfu Zhang (2023). Experimental Investigation on the Evolution of Soil Arching in Cohesive Soils Using a DIC Technique. International Journal of Geomechanics.DOI
21. Jie Zhou, Ling Zhang, Shuai Zhou, Wei Lin, Yunhao Chen, Minghua Zhao (2023). Numerical multi‐span segmented trapdoor test with viscoelastic boundary for soil arching within pile‐supported embankment under cyclic loading. International Journal for Numerical and Analytical Methods in Geomechanics.DOI
22. Kaixuan Yang, Qian Hu, Heng Zhao, Minghua Zhao (2023). Towards boundary conditions in concrete-rock joint shearing with STAs profile by PFC2D. Computers and Geotechnics.DOI
23. Wenzhe Peng, Minghua Zhao, Heng Zhao, Ling Zhang, Shuai Zhou, Yue Shao (2023). Field and laboratory experiments on performance of double-pile substructure of bridge along slope strike. Transportation Geotechnics.DOI
24. Wenzhe Peng, Minghua Zhao, Heng Zhao, Ling Zhang, Shuai Zhou (2023). Effect of single and dual voids on lateral capacity of large-diameter monopiles in marine clay. Marine Georesources and Geotechnology.DOI
25. Kaixuan Yang, Qian Hu, Heng Zhao, Minghua Zhao, Shuai Zhou (2023). Numerical study on the shear behavior of concrete-rock joints with similar triangular asperities. Computers and Geotechnics.DOI
26. Yao Xiao, Minghua Zhao, Rui Zhang (2023). Seismic bearing capacity for strip footings above voids in cohesive‐frictional soils. Earthquake Spectra.DOI
27. Wenzhe Peng, Minghua Zhao, Heng Zhao, Chaowei Phil Yang (2023). Seismic stability and failure mode of the slope containing a two-pile foundation. Bulletin of Engineering Geology and the Environment.DOI
28. 刘菁钰，彭文哲，赵明华（2022）. 边坡稳定性分析的简化计算方法. 《公路工程》.
29. 彭文哲，赵明华，杨超炜（2022）. 基于有限元极限分析的桩基础荷载下边坡稳定性. 《湖南大学学报(自然科学版)》.
30. 赵明华，黄万江，杨超炜，彭文哲（2022）. 水平循环荷载下斜坡段基桩动力响应特性模型试验研究. 《铁道科学与工程学报》.
31. 张玲，岳梢，赵明华，彭文哲（2022）. 基于改进Pasternak地基模型的桩柱式桥墩受力变形分析. 《岩土工程学报》.
32. 赵明华，刘菁钰，赵衡，侯继超（2022）. 基于MSDP准则的岩质边坡稳定性分析. 《岩石力学与工程学报》.
33. 尹平保，杨铠波，赵明华，贺炜，张永杰（2022）. 考虑斜坡效应的地基水平抗力比例系数确定方法. 《中国公路学报》.
34. 赵衡，侯继超，赵明华（2022）. 桩-岩界面粗糙度量化模型及其剪切机制研究. 《中国公路学报》.
35. 朱信波，刘培培，赵明华（2022）. CnGIM＿ma三维建模软件在工程勘察中的应用研究. 《水利水电快报》.
36. Heng Zhao, Jichao Hou, Minghua Zhao (2022). Side Load–Transfer for Drilled Shaft in Soft Argillaceous Rock with Volumetric Changes in Postfailure of Asperity. International Journal of Geomechanics.DOI
37. Wenzhe Peng, Minghua Zhao, Heng Zhao, Ling Zhang, Shuai Zhou (2022). Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil. Marine Georesources and Geotechnology.DOI
38. Wenzhe Peng, Minghua Zhao, Heng Zhao, Shuai Zhou, Ling Zhang (2022). Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope. Marine Georesources and Geotechnology.DOI
39. Wenzhe Peng, Minghua Zhao, Chaowei Phil Yang, Shuai Zhou (2022). Experimental and Theoretical Study of One-Way Cyclic Lateral Responses of Piles in Sloping Ground. Applied Sciences.DOI
40. Heng Zhao, Jichao Hou, Minghua Zhao (2022). A micromechanics-based model for concrete-rock interface with similar triangular asperities. International Journal of Rock Mechanics and Mining Sciences.DOI
41. Gaoqiao Wu, Heng Zhao, Minghua Zhao, Linli Duan (2022). Ultimate bearing capacity of strip footings lying on Hoek–Brown slopes subjected to eccentric load. Acta Geotechnica.DOI
42. Wenzhe Peng, Minghua Zhao, Heng Zhao, Chaowei Phil Yang, Shuai Zhou (2022). Kinematic limit analysis of the slope encapsulating a laterally loaded pile. Bulletin of Engineering Geology and the Environment.DOI
43. Jiuying Chen, Heng Zhao, Minghua Zhao, Wenzhe Peng, Jichao Hou (2022). Prediction of permeability for fully weathered granite amended with fly ash by fractal dimensions. Journal of Sustainable Cement-Based Materials.DOI
44. Qian Hu, Fei Han, Mônica Prezzi, Rodrigo Salgado, Minghua Zhao (2022). Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand. Journal of Geotechnical and Geoenvironmental Engineering.DOI
45. 张玲，岳梢，周杰，赵明华（2021）. 基于荷载传递法桩承式加筋路堤桩土应力比简化计算方法. 《第十一届深基础工程发展论坛》.DOI
46. 赵明华，刘培培，朱信波（2021）. 冷轧厂大型弃渣体稳定性分析及处理方案研究. 《岩土工程技术》.
47. 唐玉书，肖恩尚，赵明华（2021）. 云南红石岩堰塞坝防渗施工新技术研究与应用. 《第十六次全国水利水电地基与基础工程学术交流会》.DOI
48. 李文炜，占鑫杰，赵明华，程凯，叶玉麟，肖恩尚（2021）. 云南鲁甸红石岩堰塞体右岸高边坡治理措施研究. 《第十六次全国水利水电地基与基础工程学术交流会》.
49. 李文炜，占鑫杰，赵明华，程凯，叶玉麟，肖恩尚（2021）. 云南鲁甸红石岩堰塞体左岸高边坡稳定性分析及治理措施研究. 《2021水利水电地基与基础工程技术创新与发展》.DOI
50. 苏雅，苏永华，赵明华（2021）. 基于Hoek-Brwon准则的软岩隧道围岩极限变形估算方法. 《岩石力学与工程学报》.DOI
51. 陈言章，赵明华（2021）. 基于有限元极限分析的下伏溶洞路堤承载力计算. 《地基处理》.
52. 李文炜，占鑫杰，赵明华，程凯，叶玉麟，肖恩尚（2021）. 云南鲁甸红石岩堰塞体右岸高边坡治理措施研究. 《2021水利水电地基与基础工程技术创新与发展》.DOI
53. Yanan Liu, Heng Zhao, Minghua Zhao, Jichao Hou (2021). Laboratory and theoretical study for concrete–mudstone interface shear to account for asperity degradation. Environmental Earth Sciences.DOI
54. Wenzhe Peng, Minghua Zhao, Heng Zhao, Chaowei Phil Yang (2021). Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis. International Journal of Geomechanics.DOI
55. Jichao Hou, Heng Zhao, Wenzhe Peng, Minghua Zhao (2021). A Limit Solution for Predicting Side Resistance on Rock-Socketed Piles. Journal of Engineering Mechanics.DOI
56. Ling Zhang, OU Qiang, Minghua Zhao, Xuanming Ding, Jianfei Liu (2021). Numerical analysis on dynamic response characteristics of geosynthetic reinforced embankment under moving load. DOAJ (DOAJ: Directory of Open Access Journals).DOI
57. Wenzhe Peng, Minghua Zhao, Heng Zhao, Heng Zhao, Chaowei Phil Yang (2021). Effect of slope on bearing capacity of laterally loaded pile based on asymmetric failure mode. Computers and Geotechnics.DOI
58. Qian Hu, Fei Han, Mônica Prezzi, Rodrigo Salgado, Minghua Zhao (2021). Lateral load response of large-diameter monopiles in sand. Géotechnique.DOI
59. Xin Tan, Zhengbo Hu, Changfu Chen, Minghua Zhao (2021). 3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading. Journal of Geotechnical and Geoenvironmental Engineering.DOI
60. Gaoqiao Wu, Heng Zhao, Minghua Zhao (2021). Undrained stability analysis of strip footings lying on circular voids with spatially random soil. Computers and Geotechnics.DOI
61. Gaoqiao Wu, Minghua Zhao, Rui Zhang, Ming Lei (2021). Ultimate Bearing Capacity of Strip Footings on Hoek–Brown Rock Slopes Using Adaptive Finite Element Limit Analysis. Rock Mechanics and Rock Engineering.DOI
62. Binhui Ma, Zhuo Li, Kai Cai, Zhiyong Hu, Minghua Zhao, Chengbin He, Bingchu Chen, Xiaocheng Huang (2021). An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics. Geofluids.DOI
63. Xin Tan, Longjian Feng, Zhengbo Hu, Minghua Zhao (2021). Failure modes and ultimate bearing capacity of the isolated stone column in soft soil. Bulletin of Engineering Geology and the Environment.DOI
64. Yongquan Yuan, Minghua Zhao, Yao Xiao, Chaowei Phil Yang (2021). Model Testing of Encased Stone Column Composite Foundations under Traffic Loads. Advances in Civil Engineering.DOI
65. Binhui Ma, Zhuo Li, Kai Cai, Meng Liu, Minghua Zhao, Bingchu Chen, Qiunan Chen, Zhiyong Hu (2021). Pile‐Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load. Advances in Civil Engineering.DOI
66. 张玲，徐泽宇，赵明华（2020）. 循环荷载作用下筋箍碎石桩复合地基工作性状试验研究. 《岩土工程学报》.
67. 谭鑫，曹明，冯龙健，赵明华（2020）. 土工织物包裹碎石桩力学特性的数值模拟研究. 《中国公路学报》.DOI
68. 邓友生，孙雅妮，赵明华，吴鹏，王倩（2020）. 微型桩-香根草协同护坡试验与计算研究. 《中国公路学报》.DOI
69. 赵明华，陈大兴，刘猛，欧强（2020）. 考虑土拱效应影响的路堤荷载下土工格室加筋体变形分析. 《岩土工程学报》.
70. 赵明华，肖尧，赵衡，徐卓君，胡倩（2020）. 岩溶区土洞基础稳定性解析研究. 《公路交通科技》.
71. Ming-hua Huang, Minghua Zhao (2020). A general analytical solution for two-dimensional plane strain consolidation of unsaturated soil incorporating lateral and vertical impeded drainage boundaries. Computers and Geotechnics.DOI
72. Ya Su, Yonghua Su, Minghua Zhao, Nicholas Vlachopoulos (2020). Tunnel Stability Analysis in Weak Rocks Using the Convergence Confinement Method. Rock Mechanics and Rock Engineering.DOI
73. Yao Xiao, Minghua Zhao, Heng Zhao, Rui Zhang (2020). Numerical study on bearing capacity of ring foundations for storage tanks on a rock mass. Arabian Journal of Geosciences.DOI
74. Heng Zhao, Jichao Hou, Ling Zhang, Minghua Zhao (2020). Towards concrete-rock interface shear containing similar triangular asperities. International Journal of Rock Mechanics and Mining Sciences.DOI
75. Minghua Huang, Minghua Zhao (2020). Semi-analytical solutions for two-dimensional plane strain consolidation of layered unsaturated soil. Computers and Geotechnics.DOI
76. Yao Xiao, Rui Zhang, Minghua Zhao, Jianqing Jiang (2020). Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading. International Journal of Geomechanics.DOI
77. Gaoqiao Wu, Heng Zhao, Minghua Zhao, Zhiren Zhu (2020). Stochastic analysis of dual tunnels in spatially random soil. Computers and Geotechnics.DOI
78. Rui Zhang, Gaoqiao Wu, Minghua Zhao, Ming Lei (2020). Undrained Seismic Stability of Dual Unsupported Circular Tunnels Subjected to Surcharge Loading. International Journal of Structural Stability and Dynamics.DOI
79. Gaoqiao Wu, Minghua Zhao, Heng Zhao (2020). Undrained seismic bearing capacity of strip footings horizontally embedded in two‐layered slopes. Earthquake Spectra.DOI
80. Gaoqiao Wu, Minghua Zhao, Rui Zhang, Guanting Liang (2020). Ultimate bearing capacity of eccentrically loaded strip footings above voids in rock masses. Computers and Geotechnics.DOI
81. Minghua Huang, Minghua Zhao (2020). A general analytical solution for one dimensional consolidation of unsaturated soil incorporating impeded drainage boundaries. Computers and Geotechnics.DOI
82. Xin Tan, Minghua Zhao, Zhengbo Hu, Longjian Feng (2020). Failure Process of a Single Stone Column in Soft Soil beneath Rigid Loading: Numerical Study. International Journal of Geomechanics.DOI
83. Wenzhe Peng, Minghua Zhao, Heng Zhao, Chaowei Phil Yang (2020). Behaviors of a Laterally Loaded Pile Located in a Mountainside. International Journal of Geomechanics.DOI
84. Rui Zhang, Yao Xiao, Minghua Zhao, Jianqing Jiang (2020). Seismic bearing capacity of strip footings placed near c-φ soil slopes. Soil Dynamics and Earthquake Engineering.DOI
85. Binhui Ma, Zhiyong Hu, Zhuo Li, Kai Cai, Minghua Zhao, Chengbin He, Xiaocheng Huang (2020). Finite Difference Method for the One-Dimensional Non-linear Consolidation of Soft Ground Under Uniform Load. Frontiers in Earth Science.DOI
86. Gaoqiao Wu, Rui Zhang, Minghua Zhao, Shuai Zhou (2020). Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis. Computers and Geotechnics.DOI
87. Chengfu Zhang, Minghua Zhao, Heng Zhao, Shuai Zhou (2020). Simplified Model of Column-Supported Embankment to Account for Nonuniform Deformations of Soils. Journal of Engineering Mechanics.DOI
88. Gaoqiao Wu, Minghua Zhao, Heng Zhao, Yao Xiao (2020). Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids. International Journal of Geomechanics.DOI
89. Gaoqiao Wu, Heng Zhao, Minghua Zhao, Yao Xiao (2020). Undrained seismic bearing capacity of strip footings lying on two-layered slopes. Computers and Geotechnics.DOI
90. Wenzhe Peng, Minghua Zhao, Heng Zhao, Chaowei Phil Yang (2020). A two-pile foundation model in sloping ground by finite beam element method. Computers and Geotechnics.DOI
91. 赵明华，彭文哲，杨超炜，肖尧（2019）. 考虑桩侧及桩后土拱联合作用的抗滑桩桩间距研究. 《公路交通科技》.
92. 张永杰，邓俊强，杨兴山，赵明华，王桂尧（2019）. 考虑溶洞空间形态的岩溶桩基稳定性分析方法. 《中国公路学报》.DOI
93. 赵明华，彭文哲，杨超炜，肖尧（2019）. 高陡横坡段桥梁双桩内力计算有限差分解. 《中国公路学报》.DOI
94. 谭鑫，冯龙健，赵明华，金宇轩（2019）. 刚性基础下筋箍碎石桩复合地基桩土应力比计算模型. 《中国公路学报》.DOI
95. 赵明华，彭文哲，杨超炜，肖尧（2019）. 基于ABAQUS的水平受荷桩应变楔分析. 《铁道科学与工程学报》.DOI
96. 赵明华，李帅超，彭文哲（2019）. 基于有限元分析的横向受荷刚性桩应变楔模型形体参数研究. 《铁道科学与工程学报》.DOI
97. 赵明华，肖容，杨超炜，肖尧（2019）. 考虑土塞效应的PHC管桩挤土径向位移计算方法研究. 《建筑结构》.DOI
98. 金益刚，赵明华（2019）. 六安张家店河堤防除险加固中的堤基处理技术. 《中国水利学会地基与基础工程专业委员会第15次全国学术会议》.DOI
99. 黄明华，李嘉成，赵明华，陈昌富（2019）. 层状地基中锚杆拉拔荷载传递非线性分析. 《中国公路学报》.DOI
100. 赵明华，袁腾方，张永杰，杨兴山（2019）. 考虑溶洞空间形态的路基岩溶顶板稳定性分析方法. 《中国公路学报》.
101. Meixiang Gu, Jie Han, Minghua Zhao (2019). Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed. International Journal of Geomechanics.DOI
102. Xin Tan, Longjian Feng, Zhengbo Hu, Minghua Zhao (2019). A DEM-FDM coupled numerical study on the deformation and failure process of the isolated stone column in soft soil. Bulletin of Engineering Geology and the Environment.DOI
103. Minghui Yang, Bo Deng, Minghua Zhao (2019). Experimental and theoretical studies of laterally loaded single piles in slopes. Journal of Zhejiang University. Science A.DOI
104. Yao Xiao, Minghua Zhao, Rui Zhang, Heng Zhao, Gaoqiao Wu (2019). Stability of dual square tunnels in rock masses subjected to surcharge loading. Tunnelling and Underground Space Technology.DOI
105. Chengfu Zhang, Minghua Zhao, Shuai Zhou, Zeyu Xu (2019). A Theoretical Solution for Pile-Supported Embankment with a Conical Pile-Head. Applied Sciences.DOI
106. Heng Zhao, Shuai Zhou, Minghua Zhao (2019). Load transfer in drilled piles for concrete-rock interface with similar triangular asperities. International Journal of Rock Mechanics and Mining Sciences.DOI
107. Yao Xiao, Minghua Zhao, Rui Zhang, Heng Zhao, Gaoqiao Wu (2019). Undrained Bearing Capacity of Strip Footings Placed Adjacent to Two-Layered Slopes. International Journal of Geomechanics.DOI
108. Qiang Ou, Ling Zhang, Minghua Zhao, Yixian Wang (2019). Lateral Displacement and Internal Force in Diaphragm Walls Based on Principle of Minimum Potential Energy. International Journal of Geomechanics.DOI
109. Yao Xiao, Minghua Zhao, Rui Zhang, Heng Zhao, Wenzhe Peng (2019). Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. Computers and Geotechnics.DOI
110. Rui Zhang, Yao Xiao, Minghua Zhao, Heng Zhao (2019). Stability of dual circular tunnels in a rock mass subjected to surcharge loading. Computers and Geotechnics.DOI
111. Weihua Luo, Minghua Zhao, Yao Xiao, Rui Zhang, Wenzhe Peng (2019). Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis. Advances in Civil Engineering.DOI
112. 赵明华，肖尧，徐卓君，杨超炜，胡倩，刘建华（2018）. 基于Griffith强度准则的岩溶区桩基溶洞稳定性分析. 《中国公路学报》.
113. 赵明华，刘湘宁，杨超炜，肖尧（2018）. 基于非线性规划法的单桩受扭研究. 《公路交通科技》.
114. 赵衡，肖尧，赵明华，杨超炜（2018）. 路基下伏矩形溶洞的稳定性解析法. 《中国公路学报》.
115. 赵明华，黄炎杰，黄明华（2018）. 基于有限差分法的锚杆荷载传递非线性计算方法研究. 《铁道科学与工程学报》.
116. 赵明华，袁腾方，陈言章，杨超炜（2018）. 基于Schwarz交替法的岩溶区双孔土洞地基稳定性分析. 《水利水电科技进展》.
117. 赵明华，吴文，陈言章（2018）. 考虑嵌岩段侧摩阻力的溶洞顶板稳定性研究. 《公路交通科技》.
118. Wenzhe Peng, Minghua Zhao, Yao Xiao, Chaowei Phil Yang, Heng Zhao (2018). Analysis of laterally loaded piles in sloping ground using a modified strain wedge model. Computers and Geotechnics.DOI
119. Xin Tan, Wengui Li, Minghua Zhao, Vivian W.Y. Tam (2018). Numerical Discrete-Element Method Investigation on Failure Process of Recycled Aggregate Concrete. Journal of Materials in Civil Engineering.DOI
120. Xin Tan, Minghua Zhao, Wei Qiu Chen (2018). Numerical Simulation of a Single Stone Column in Soft Clay Using the Discrete-Element Method. International Journal of Geomechanics.DOI
121. Xin Tan, Minghua Zhao, Zhiren Zhu, Yuxuan Jin (2018). Elastic Properties Calibration Approach for Discrete Element Method Model Based on Voronoi Tessellation Method. Geotechnical and Geological Engineering.DOI
122. Ya Su, Ya Su, Yonghua Su, Yonghua Su, Minghua Zhao, Shaofeng Liu, Xiang Li (2018). A case study of the failure of Liziping tunnel. Tunnelling and Underground Space Technology.DOI
123. Yao Xiao, Minghua Zhao, Heng Zhao, Rui Zhang (2018). Finite Element Limit Analysis of the Bearing Capacity of Strip Footing on a Rock Mass with Voids. International Journal of Geomechanics.DOI
124. Ling Zhang, Qiang Ou, Minghua Zhao (2018). Double-Beam Model to Analyze the Performance of a Pavement Structure on Geocell-Reinforced Embankment. Journal of Engineering Mechanics.DOI
125. Heng Zhao, Shuai Zhou, Minghua Zhao, Caijun Shi (2018). Statistical Micromechanics-Based Modeling for Low-Porosity Rocks under Conventional Triaxial Compression. International Journal of Geomechanics.DOI
126. Yao Xiao, Minghua Zhao, Heng Zhao (2018). Undrained stability of strip footing above voids in two-layered clays by finite element limit analysis. Computers and Geotechnics.DOI
127. Ling Zhang, Qiang Ou, Shuai Zhou, Minghua Zhao (2018). Semi-analytical solutions for vertically and laterally loaded piles in multilayered soil deposits. Environmental Earth Sciences.DOI
128. 赵明华（2017）. 土力学与基础工程：土力学部分. 《武汉理工大学出版社》.
129. 贺成斌，赵明华，马缤辉，陈秋南，雷勇（2017）. 格栅套筒加筋碎石桩复合地基沉降计算方法. 《水利水电科技进展》.
130. 黄明华，李嘉成，赵明华，陈昌富（2017）. 岩体离层作用下锚杆受力特性全历程分析. 《岩石力学与工程学报》.
131. 赵明华，牛浩懿，刘猛，谭鑫（2017）. 柔性基础下碎石桩复合地基桩土应力比及沉降计算. 《岩土工程学报》.
132. 赵明华（2017）. 基础工程. 《高等教育出版社》.
133. 黄晓勇，刘加朴，赵明华（2017）. 岩溶地区灌浆技术探析. 《地基与基础工程技术创新与发展（2017）——第14次全国水利水电地基与基础工程学术研讨会论文集》.
134. Minghua Zhao, Shuai Heng, Yue Zheng (2017). Numerical simulation on behavior of pile foundations under cyclic axial loads. Journal of Central South University.DOI
135. Meixiang Gu, Jie Han, Minghua Zhao (2017). Three-Dimensional Discrete-Element Method Analysis of Stresses and Deformations of a Single Geogrid-Encased Stone Column. International Journal of Geomechanics.DOI
136. Meixiang Gu, Jie Han, Minghua Zhao (2017). Three-dimensional DEM analysis of single geogrid-encased stone columns under unconfined compression: a parametric study. Acta Geotechnica.DOI
137. Youlin Guo, Minghua Zhao, Guihai Fu, Yongsuo Li, Pengfei Yu (2017). Bearing Capacity of the New Composite Foundation with Discrete Material-Concrete Compound Piles. Geotechnical and Geological Engineering.DOI
138. Heng Zhao, Yao Xiao, Minghua Zhao, Pingbao Yin (2017). On behavior of load transfer for drilled shafts embedded in weak rocks. Computers and Geotechnics.DOI
139. 杨明辉，戴夏斌，赵明华，罗宏（2016）. 墙后有限宽度无黏性土主动土压力试验研究. 《岩土工程学报》.
140. 谭鑫，傅鹤林，陈琛，赵明华，刘运思（2016）. 层状岩体中隧道稳定性数值分析. 《铁道科学与工程学报》.
141. 赵明华，刘猛，马缤辉，龙军（2016）. 路堤下“土工格室+碎石桩”双向增强复合地基桩土应力比及沉降计算. 《中国公路学报》.
142. 赵明华，吴岳武，郑玥（2016）. 变荷载下双层不排水桩复合地基一维固结分析. 《公路交通科技》.
143. 赵明华，贺成斌，马缤辉，陈秋南，雷勇（2016）. 均布荷载下软土地基一维非线性固结的有限差分法. 《水利水电科技进展》.
144. 赵明华，肖尧，徐卓君，杨超炜（2016）. 基于莫尔破坏判据的溶洞顶板冲切破坏研究. 《公路交通科技》.
145. Heng Zhao, Chao Zhang, Wengui Cao, Minghua Zhao (2016). Statistical meso-damage model for quasi-brittle rocks to account for damage tolerance principle. Environmental Earth Sciences.DOI
146. Heng Zhao, Caijun Shi, Minghua Zhao, Xibing Li (2016). Statistical Damage Constitutive Model for Rocks Considering Residual Strength. International Journal of Geomechanics.DOI
147. 刘汉龙，赵明华（2015）. 地基处理研究进展. 《中国土木工程学会第十二届全国土力学及岩土工程学术大会论文摘要集》.
148. 赵明华，卢晓明，张锐（2015）. 基于上限有限元法的下伏溶洞地基极限承载力分析. 《中国土木工程学会第十二届全国土力学及岩土工程学术大会论文摘要集》.
149. 赵明华，唐咸力，胡晴（2015）. 基于Mohr-Coulomb准则点安全系数法的基桩下伏溶洞稳定性分析. 《中国土木工程学会第十二届全国土力学及岩土工程学术大会论文摘要集》.
150. 赵明华，陈耀浩，杨超炜（2015）. 考虑土拱作用抗滑桩合理桩间距确定方法研究. 《中国土木工程学会第十二届全国土力学及岩土工程学术大会论文摘要集》.
151. 杨超炜，赵明华，尹平保，刘猛（2015）. 基于综合刚度原理的陡坡基桩有限杆单元分析. 《中国土木工程学会第十二届全国土力学及岩土工程学术大会论文摘要集》.
152. 赵明华，陈侃，刘猛，顾美湘，孙琮涵（2015）. 考虑桩体压缩变形的碎石桩复合地基非线性固结分析. 《公路交通科技》.
153. 杨明辉，李军，赵明华（2015）. 考虑侧阻增强效应的基桩极限承载力解析算法. 《铁道科学与工程学报》.
154. 赵明华，冯明伟，刘猛，尹平保，杨超炜（2015）. 大直径软岩嵌岩桩嵌岩深度计算模型. 《水利水电科技进展》.
155. 贺成斌，赵明华，马缤辉，陈秋南（2015）. 考虑土体结构性的软土地基非线性沉降计算方法. 《建筑结构》.DOI
156. 张玲，赵明华，赵衡（2015）. 倾斜荷载下桩柱式桥墩受力变形分析传递矩阵法. 《中国公路学报》.
157. 赵明华，彭珩，张锐（2015）. 方形隧道稳定性极限分析有限元数值模拟. 《公路交通科技》.
158. 赵明华，卢晓明，张锐（2015）. 基于上限有限元法的下伏溶洞地基极限承载力分析. 《水利学报》.DOI
159. Ling Zhang, Minghua Zhao (2015). New Method for a Beam Resting on a Tensionless and Elastic-Plastic Foundation Subjected to Arbitrarily Complex Loads. International Journal of Geomechanics.DOI
160. Meixiang Gu, Minghua Zhao, L. Zhang, Jie Han (2015). Effects of geogrid encasement on lateral and vertical deformations of stone columns in model tests. Geosynthetics International.DOI
161. 赵明华，杨超炜，杨明辉，尹平保，张锐（2014）. 基于有限杆单元法的陡坡段桥梁基桩受力分析. 《中国公路学报》.
162. 赵明华，刘猛，龙军，张玲（2014）. 双向增强复合地基土工格室加筋体变形分析. 《中国公路学报》.
163. 蔡宁，赵明华（2014）. 边坡稳定可靠度替代模型分析. 《中南大学学报(自然科学版)》.
164. 张永杰，李侑军，赵明华，曹文贵，谢照俊（2014）. 高陡斜坡作用下群桩基础设计计算方法. 《中国公路学报》.
165. 贺成斌，赵明华，雷勇（2014）. 基于荷载传递法的嵌岩桩负摩阻力计算研究. 《工程力学》.
166. 赵明华，刘涛，杨超炜，尹平保，赵衡（2014）. 考虑陡坡效应的横向受荷桩受力分析纽玛克解答. 《公路交通科技》.
167. 杨明辉，方天云，赵明华，罗杰（2014）. 高填方段波纹管涵垂直土压力试验及计算. 《公路交通科技》.
168. Jianqing Gong, Kai Chou, Zheng Yu Huang, Minghua Zhao (2014). A Quantitative Study on Packing Density and Pozzolanic Activity of Cementitious Materials Based on the Compaction Packing Model. IOP Conference Series Materials Science and Engineering.DOI
169. Ling Zhang, Minghua Zhao (2014). Deformation Analysis of Geotextile-Encased Stone Columns. International Journal of Geomechanics.DOI
170. 赵明华，尹平保，杨明辉，邓友生，杨超炜（2013）. 高陡横坡段桩柱式桥梁双桩基础模型试验. 《中国公路学报》.
171. 杨明辉，汪罗成，赵明华（2013）. 有限土体主动土压力计算的土拱效应分析. 《建筑结构》.DOI
172. 邹新军，唐国东，赵明华（2013）. 串珠状岩溶区桩基沉降计算与稳定分析. 《建筑结构》.DOI
173. 龚先兵，杨明辉，赵明华，尹平保，张小威（2013）. 山区高陡横坡段桥梁桩基承载机理模型试验. 《中国公路学报》.
174. 赵明华，尹平保，张永杰，杨明辉（2013）. 高陡斜坡段桩柱式桥墩基础设计计算方法研究. 《工程力学》.
175. Minghua Zhao, Deng You-sheng, Jian-hua Liu, Shaohua He, Chang Zhong Wan (2013). Finite element analysis of displacements of double pile-column bridge piers at steep slope. Journal of Central South University.DOI
176. Xinjun Zou, Minghua Zhao (2013). Axial bearing behavior of super-long piles in deep soft clay over stiff layers. Journal of Central South University.DOI
177. Ling Zhang, Minghua Zhao, Xinjun Zou (2013). Behavior of Laterally Loaded Piles in Multilayered Soils. International Journal of Geomechanics.DOI
178. 邓友生，赵明华，邹新军，杨明辉（2012）. 山区陡坡桩柱的承载特性研究进展. 《公路交通科技》.
179. 龚先兵，赵明华，杨明辉，吴立坚（2012）. 岩溶区桥梁基桩极限承载力的突变求解方法. 《公路交通科技》.
180. 赵明华，胡增，陈炳初（2012）. 路堤下桩承式加筋复合地基的桩土应力比. 《公路交通科技》.
181. 杨明辉，汪罗成，赵明华（2012）. 考虑变形非线性影响的有限土体土压力计算模型. 《水利学报》.DOI
182. 赵明华，雷勇（2012）. 基于分形理论的人工挖孔嵌岩桩承载特性分析. 《工程力学》.
183. 杨明辉，张小威，赵明华（2012）. 基于幂级数解的非均质地基群桩沉降混合解法. 《工程力学》.
184. 赵明华，占鑫杰，邹新军，陈庆（2012）. 饱和软粘土中沉桩后桩周土体固结分析. 《工程力学》.
185. Ling Zhang, Minghua Zhao, Xinjun Zou (2012). Elastic-Plastic Solutions for Laterally Loaded Piles in Layered Soils. Journal of Engineering Mechanics.DOI
186. Yang Zhang, Minghua Zhao, Yongjie Zhang (2012). Calculating the Vertical Bearing Capacity of Piles with Nonlinear Load Transfer Model. Journal of Highway and Transportation Research and Development (English Edition).DOI
187. Yong Lin Lei, Minghua Zhao, Binhui Ma (2012). Calculation Method for the Socketed Length of the Rock Socketed Pile by the Settlement of the Pile Top. Journal of Highway and Transportation Research and Development (English Edition).DOI
188. Jun Ting Long, Minghua Zhao, Ling Zhang, Genbao Zhang (2012). Pile-soil Stress Ratio of Pile-supported and Geogird-reinforced Composite Foundation. Journal of Highway and Transportation Research and Development (English Edition).DOI
189. Ling Zhang, Minghua Zhao, Yuxia Hu, Heng Zhao, Bingchu Chen (2012). Semi-analytical solutions for geosynthetic-reinforced and pile-supported embankment. Computers and Geotechnics.DOI
190. Minghui Yang, Huafeng Shan, Minghua Zhao (2012). Calculation Method of Bridge Double-pile Structure in High-steep Transverse Slope. Journal of Highway and Transportation Research and Development (English Edition).DOI
191. Ling Zhang, Minghua Zhao, Caijun Shi, Heng Zhao (2012). Nonlinear analysis of a geocell mattress on an elastic–plastic foundation. Computers and Geotechnics.DOI
192. Ling Zhang, Minghua Zhao, Caijun Shi, Heng Zhao (2012). Settlement Calculation of Composite Foundation Reinforced with Stone Columns. International Journal of Geomechanics.DOI
193. Minghua Zhao (2012). Nonlinear Analysis of Settlement of Long Pile Considering Relative Slide between Pile and Soil. Journal of Hunan University.
194. Minghua Zhao (2012). A calculation model of the earth pressure for the limited soils considering the nonlinear influence of the displacement. Journal of Hydraulic Engineering.
195. Minghua Zhao (2012). A MIXED SOLUTION FOR THE PILE GROUP SETTLEMENT IN NON-HOMOGENEOUS FOUNDATION. Engineering Mechanics.
196. 赵明华，张洋，张永杰（2011）. 考虑荷载传递非线性特性的基桩竖向承载力计算. 《公路交通科技》.
197. 赵明华，陈庆，张玲，马缤辉（2011）. 加筋碎石桩承载力计算. 《公路交通科技》.
198. 赵明华，雷勇，马缤辉（2011）. 基于Hoek-Brown强度准则的嵌岩桩极限承载力确定. 《水利学报》.
199. 赵明华，马缤辉，罗松南（2011）. 考虑底面摩阻效应的弹性地基梁微分算子级数法. 《水利学报》.
200. 蒋冲，赵明华，周科平，王善为（2011）. 基于区间理论的基桩响应面可靠度分析. 《岩土工程学报》.
201. 周德泉，赵明华，肖宏宇（2011）. 沉积粉煤灰工程特性试验研究. 《铁道科学与工程学报》.
202. 赵明华，占鑫杰，邹新军（2011）. 基于剪切位移法的桩基承台梁分析. 《公路交通科技》.
203. 赵明华，占鑫杰，邹新军（2011）. 多层地基中单桩的沉降分析. 《公路交通科技》.
204. 雷勇，赵明华，马缤辉（2011）. 按桩顶沉降控制的嵌岩桩嵌岩深度计算方法. 《公路交通科技》.
205. 刘晓明，熊力，张亮亮，赵明华（2011）. Ⅰ类红砂岩崩解性抑制措施试验研究. 《公路交通科技》.
206. 赵明华，廖彬彬，刘思思，黄利雄（2011）. 桩底嵌岩锚杆锚固段应力分布研究. 《公路交通科技》.
207. 赵明华，陈炳初，黄立葵（2011）. 土工格室低路堤-刚性路面结构体系模型试验. 《中国公路学报》.
208. 刘晓明，袁振宇，陈昌富，赵明华（2011）. 红砂岩地区某加筋土挡土墙凸形拐角鼓胀病害分析. 《土木工程学报》.
209. 邹新军，赵明华（2011）. 岩质边坡生态防护现场试验研究. 《土木工程学报》.
210. 杨明辉，汪罗成，赵明华（2011）. 考虑土拱效应的双排抗滑桩桩侧土压力计算. 《公路交通科技》.
211. Ling Zhang, Minghua Zhao, Caijun Shi, Heng Zhao (2011). Reply to the discussion by Ayhan Gurbuz on “Bearing capacity of geocell reinforcement in embankment engineering” Geotextiles and Geomembranes 28(5), 2010, pp. 475–482. Geotextiles and Geomembranes.DOI
212. Minghui Yang, Xiaowei Zhang, Minghua Zhao (2011). A simplified approach for settlement calculation of pile groups considering pile-to-pile interaction in layered soils. Journal of Central South University of Technology.DOI
213. Senan Zhang, Minghua Zhao, HE La-ping, Ling Zhang (2011). Calculation of Settlement of Composite Foundation with Rigid Piles under Flexible Ground. Journal of Highway and Transportation Research and Development (English Edition).DOI
214. Minghua Zhao, Qing Chen, Ling Zhang (2011). Calculation of Pile-soil Stress Ratio of Rigid Pile Composite Foundation with Consideration of Upward Penetration of Piles. Journal of Highway and Transportation Research and Development (English Edition).DOI
215. Minghua Zhao (2011). Consolidation of ground with partially penetrated sand wells considering three-dimensional seepage under time-dependent loading. Rock and Soil Mechanics.
216. Minghua Zhao (2011). Calculation of Soil Pressure against Double-row Anti-slide Piles Considering Soil Arching Effect. Journal of Highway and Transportation Research and Development.
217. Minghua Zhao (2011). Experiment Study on Inhibition Method of Slaking Properties of Class-I Red Sandstone. Journal of Highway and Transportation Research and Development.
218. Minghua Zhao, Ling Zhang, Heng Zhao (2011). Settlement calculation of two-directional reinforced composite foundation. Rock and Soil Mechanics.
219. 赵明华，何腊平，张玲（2010）. 柔性基础下刚性桩复合地基沉降计算. 《公路交通科技》.
220. 赵明华，刘思思，杨明辉（2010）. 基于能量法的软土地基中基桩负摩阻力计算方法. 《水利学报》.DOI
221. 曹文贵，伍丹，赵明华，罗宏（2010）. 基于静力贯入的土石混填路基压实度确定方法. 《中国公路学报》.
222. 刘思思，赵明华，言志信（2010）. 单桩竖向荷载-沉降曲线的能量法数值计算. 《公路交通科技》.
223. 赵明华，龙军，张玲（2010）. 桩承加筋垫层复合地基桩土应力比分析. 《公路交通科技》.
224. 杨明辉，刘广轩，赵明华（2010）. 高陡横坡段桥梁双桩结构计算方法研究. 《公路交通科技》.
225. 张永杰，曹文贵，赵明华，赵衡（2010）. 岩溶区公路路基稳定性的区间模糊评判分析方法. 《岩土工程学报》.
226. 赵明华，张玲，马缤辉，赵衡（2010）. 考虑水平摩阻效应的土工格室加筋体受力分析. 《工程力学》.
227. Ling Zhang, Minghua Zhao, Xiaowei Zou, Heng Zhao (2010). Analysis of geocell-reinforced mattress with consideration of horizontal–vertical coupling. Computers and Geotechnics.DOI
228. Minghua Zhao, Jing Yang, Minghui Yang (2010). Natural frequency of tapered high pier considering pile-soil interaction. Journal of Central South University of Technology.DOI
229. Minghua Zhao, Wei He, Q.S. Li (2010). Post-buckling analysis of piles by perturbation method. STRUCTURAL ENGINEERING AND MECHANICS.DOI
230. Xinjun Zou, Bang-shun Yin, Minghua Zhao, Xiaoli Yang (2010). Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap.DOI
231. Ling Zhang, Minghua Zhao, Caijun Shi, Heng Zhao (2010). Bearing capacity of geocell reinforcement in embankment engineering. Geotextiles and Geomembranes.DOI
232. Minghua Zhao (2010). Bearing behavior of ground with partially penetrated sand wells by model testing. Chinese Journal of Geotechnical Engineering.
233. Minghua Zhao, Ling Zhang, Liu Dun-ping (2010). Power-series Analytic Solutions for the Finite Beam on Elastic Foundation with Consideration of Interface Resistance. Journal of the China Railway Society.
234. 赵明华，张玲，邹新军，赵衡（2009）. 土工格室-碎石桩双向增强复合地基研究进展. 《中国公路学报》.
235. 刘晓明，赵明华，曹喜仁（2009）. 提高土木工程专业学生工程参与度途径的探讨. 《高等建筑教育》.
236. 赵明华，刘敦平，张玲（2009）. 双向增强体复合地基桩土应力比计算. 《工程力学》.
237. 刘建华，赵明华，杨明辉（2009）. 高陡岩质边坡上桥梁基桩模型试验研究. 《岩土工程学报》.
238. 赵明华，陈庆，张玲（2009）. 考虑桩顶刺入变形的刚性桩复合地基桩土应力比计算. 《公路交通科技》.
239. 赵明华，张锐，胡柏学，袁铜森（2009）. 岩溶区桩端下伏溶洞顶板稳定性分析研究. 《公路交通科技》.
240. 胡柏学，杨明辉，袁铜森，赵明华（2009）. 基于变形控制的岩溶区基桩承载力研究. 《公路交通科技》.
241. 赵明华，黄利雄，刘思思（2009）. 横向荷载对基桩竖向承载力的影响分析. 《公路交通科技》.
242. 邹新军，赵明华，刘光栋（2009）. 基于无单元Galerkin法的软土区高承台超长嵌岩基桩屈曲分析. 《工程力学》.
243. 赵明华，刘小平，何伟，蒋冲（2009）. 非饱和土路基降雨渗流分析. 《公路交通科技》.
244. 邹新军，杨眉，赵明华（2009）. 基于室内模型试验的砂井复合地基作用机理. 《铁道科学与工程学报》.
245. 赵明华，马缤辉，张玲（2009）. 考虑水平摩阻力的弹性地基有限长梁分步计算方法. 《工程力学》.
246. Minghui Yang, Liu Guang-xuan, Minghua Zhao (2009). Vibration compaction characteristics of rock filling embankment. Journal of Central South University of Technology.DOI
247. Desong Jiang, Minghua Zhao, Chong Jiang (2009). Bioengineering protection mechanism of city rock slope and its laboratory test. Frontiers of Architecture and Civil Engineering in China.DOI
248. Xinjun Zou, Minghua Zhao (2009). Theoretical and Experimental Study on the Vertical Bearing Behavior of Super-Long Filling Piles in Soft Soil Area.DOI
249. Ling Zhang, Minghua Zhao, Heng Zhao (2009). Time Effect on Bearing Capacity of Composite Foundation with Stone Columns.DOI
250. Yong-Jie Zhang, Wengui Cao, Minghua Zhao (2009). Application of Fuzzy Sets to Geological Strength Index (GSI) System Used in Rock Slope.DOI
251. Sisi Liu, Minghua Zhao, Minghui Yang, Wei Pan (2009). Pile Samples Classification Method Based on the Self-Organizing Map Neural Network.DOI
252. Minghua Zhao, Liu En, Jing Yang (2009). Analysis of Stability of Pile Foundation with Higher Pile-column Bridge Piers. Journal of Highway and Transportation Research and Development (English Edition).DOI
253. Ling Zhang, Minghua Zhao, Xiaowei Zou, Heng Zhao (2009). Deformation analysis of geocell reinforcement using Winkler model. Computers and Geotechnics.DOI
254. Minghua Zhao, Ling Zhang, Xinjun Zou, Heng Zhao (2009). Research Progress in Two-direction Reinforced Composite Foundation Formed by Geocell Reinforced Mattress and Gravel Piles. Zhongguo gonglu xuebao.
255. Minghua Zhao (2009). Study on Bearing Capacity of Piles in Karst Based on Settlement Control. Journal of Highway and Transportation Research and Development.
256. Minghua Zhao (2009). Behavior of the sand well composite foundation by indoor model test. Journal of Railway Science and Engineering.
257. Minghua Zhao (2009). Influencing Factors Analysis for Mechanical Behavior of Load-Bearing and Anti-slide Piles. Highway Engineering.
258. Minghua Zhao (2009). INTERVAL NON-PROBABILISTIC RELIABILITY COMPREHENSIVE ANALYSIS METHOD FOR STRIP FOUNDATION STABILITY BASED ON BEARING CAPACITY AND SETTLEMENT. Chinese journal of rock mechanics and engineering.
259. Minghua Zhao (2009). Analysis of Bearing Characteristics Anti-Pull for Grouted Bolt Based on Kezdi's Double-Broken-Line Model. Natural Science Journal of Xiangtan University.
260. Minghua Zhao (2009). Evaluation of Shear Strength Parameters with Modified Simplex Algorithm. Journal of Hunan University.
261. 赵明华，刘敦平，张玲（2008）. 双向增强体复合地基工后沉降分析. 《公路交通科技》.
262. 陈秋南，赵明华，周国华，张主华（2008）. 基于双剪强度理论的加筋土挡墙设计. 《第二届全国环境岩土与土工合成材料技术研讨会论文集（一）》.
263. 张永杰，曹文贵，赵明华，赵衡（2008）. 公路下伏岩溶顶板模糊能度可靠性分析方法. 《第二届全国环境岩土工程与土工合成材料技术研讨会论文集（二）》.
264. 刘敦平，赵明华，张玲（2008）. 双向增强体复合地基工后沉降与应力比计算. 《第二届全国环境岩土工程与土工合成材料技术研讨会论文集（二）》.
265. 蒋德松，苏永华，赵明华（2008）. 边坡稳定可靠性分析程序研制. 《铁道科学与工程学报》.
266. 杨宇，陈昌富，赵明华（2008）. 水平加筋与散体材料桩组合型复合地基承载力计算. 《公路交通科技》.
267. 赵明华，刘敦平，邹新军（2008）. 基于m法的横向受荷桩无网格伽辽金分析. 《公路交通科技》.
268. 赵明华，张玲，蒋德松（2008）. 土工格室+碎石桩处治软土路基设计计算方法. 《公路交通科技》.
269. 赵明华，马缤辉，张玲（2008）. 考虑水平摩阻力的土工格室加筋垫层分步计算方法. 《第二届全国环境岩土与土工合成材料技术研讨会》.
270. 苏永华，赵明华，刘晓明，赵振勇，颜永国（2008）. 粉质土作为路基填料的压实特性试验研究. 《第二届全国环境岩土与土工合成材料技术研讨会》.
271. 赵明华，蒋冲，曹文贵（2008）. 基于区间理论的挡土墙稳定性非概率可靠性分析. 《岩土工程学报》.
272. 赵明华，刘恩，汪优（2008）. 桩柱式高桥墩桩基稳定性分析. 《公路交通科技》.
273. 刘江波，施耀忠，赵明华（2008）. 滨海软土路基沉降智能预测方法研究. 《第二届全国环境岩土与土工合成材料技术研讨会》.
274. 赵明华，刘小平，陈安（2008）. 非饱和土路基毛细作用分析. 《公路交通科技》.
275. 赵明华，蒋冲，曹文贵（2008）. 高桥墩-桩基结构体系屈曲的突变理论分析. 《中国公路学报》.
276. 赵明华（2008）. 简明英汉-汉英岩土工程词汇手册. 《中国建筑工业出版社》.
277. 赵明华，邬龙刚，刘建华（2008）. 考虑P-Δ效应的承重阻滑桩有限差分解. 《工程力学》.
278. 刘敦平，蒯行成，赵明华（2008）. 软土运动作用下被动桩桩-土水平相互作用的三维有限元分析. 《中国公路学报》.
279. 苏永华，赵明华，李志勇，卓小君（2008）. 基于虚拟试验的边坡失稳概率分析方法. 《中国公路学报》.
280. 赵明华（2008）. 江门市文昌沙水质净化厂江咀1#提升泵站深基坑支护设计及计算. 《广东建材》.
281. 刘思思，赵明华，杨明辉，潘薇（2008）. 基于自组织神经网络与遗传算法的边坡稳定性分析方法. 《湖南大学学报(自然科学版)》.
282. 赵明华，李微哲，单远铭，杨明辉（2008）. 成层地基中倾斜荷载桩改进有限杆单元法研究. 《工程力学》.
283. 何伟，赵明华，刘小平（2008）. 双电层对非饱和粘土渗透率的影响. 《公路交通科技》.
284. 赵明华，张玲，马缤辉（2008）. 基于文克尔假定的土工格室加筋体受力分析. 《水利学报》.
285. 蒋冲，赵明华，曹文贵，刘小平（2008）. 基于模糊和突变理论的岩溶区桩端溶洞顶板稳定性分析方法研究. 《公路交通科技》.
286. Qiunan Chen, Minghua Zhao, Guo-hua Zhou, Zhu-hua Zhang (2008). Bearing capacity and mechanical behavior of CFG pile composite foundation. Journal of Central South University of Technology.DOI
287. Chong Wen Jiang, Minghua Zhao, Wengui Cao (2008). Stability analysis of subgrade cave roofs in karst region. Journal of Central South University of Technology.DOI
288. Xinjun Zou, Mei Liang Yang, Minghua Zhao, Xiaoli Yang (2008). Pile-soil stress ratio in bidirectionally reinforced composite ground by considering soil arching effect. Journal of Central South University of Technology.DOI
289. Minghua Zhao, Ling Zhang, Desong Jiang (2008). Design Calculation Method for Soft Foundation Treatment by Geocell Mattress and Stone Column. Journal of Highway and Transportation Research and Development (English Edition).DOI
290. Yu Yang, Changfu Chen, Minghua Zhao (2008). Bearing Capacity of Two-dimensional Reinforced Composite Foundation. Journal of Highway and Transportation Research and Development (English Edition).DOI
291. Dequan Zhou, Minghua Zhao, Hongli Liu, Yi Zhou, Cong Yan (2008). Geological behavior of wet outflow deposition fly ash. Journal of Central South University of Technology.DOI
292. Minghua Zhao, Liu Dun-Ping, Xinjun Zou (2008). Analysis of Lateral Loaded Piles by Element-free Galerkin Method Based on Elastic Foundation Coefficient"m"Method. Journal of Highway and Transportation Research and Development.
293. Minghua Zhao, Liu Dun-Ping, Ling Zhang (2008). Analysis of Residual Settlement of Two-direction Reinforced Composite Foundation. Journal of Highway and Transportation Research and Development.
294. Liu Dun-ping, Kuai Xing-cheng, Minghua Zhao (2008). 3-D Finite Element Analysis on Pile-soil Horizontal Interaction of Passive Pile Under Soft Soil Movement Action. Zhongguo gonglu xuebao.
295. Minghua Zhao, Jian-hua Liu, Dai-quan Liu, You Wang (2008). Force analysis of pile foundation in rock slope based on upper-bound theorem of limit. Journal of Central South University of Technology.DOI
296. Minghua Zhao, Chong Jiang, Cao Wen-gui (2008). Catastrophe Theory Analysis of Structural System Buckling of High Bridge Pier and Pile Foundation. Zhongguo gonglu xuebao.
297. Minghua Zhao, Liu Dun-ping, Ling Zhang, Chong Wen Jiang (2008). 3D finite element analysis on pile-soil interaction of passive pile group. Journal of Central South University of Technology.DOI
298. Yonghua Su, Minghua Zhao, Yue-ying Zhang (2008). Numerical method of slope failure probability based on Bishop model. Journal of Central South University of Technology.DOI
299. Minghua Zhao (2008). Study on interval relative fuzzy optimization method to determinine support schemes for foundation pits. Chinese Journal of Geotechnical Engineering.
300. Minghua Zhao (2008). Discussion on a New Technique for Detecting Compactness of Soil-Rock Mixture roadbed. Journal of Hunan University.
301. Minghua Zhao, Long Zhao, Xinjun Zou (2008). Prediction of roadbed settlement by Usher model. Rock and Soil Mechanics.
302. Minghua Zhao (2008). Analysis of the Seepage of Unsaturated Roadbed with Rainfall Effect. Journal of Hunan University.
303. Minghua Zhao (2008). Study on simulation of deformation process of saturated soils by statistical damage theory. Rock and Soil Mechanics.
304. Minghua Zhao (2008). Stress Analysis on the Pile-column Bridge Piers in Rock Slope. Highway Engineering.
305. Minghua Zhao, Long Zhao, Xinjun Zou (2008). Load transfer method of rock-socketed anchoring rods under pile tip considering dilatancy effect. Rock and Soil Mechanics.
306. Minghua Zhao (2008). Bio-engineering protection mechanism of city rock slope and its laboratory test. Journal of Central South University(Science and Technology).
307. Minghua Zhao (2008). Fuzzy Fitting Method to Determine the Shear Strength Parameters of Geomaterial. Journal of Hunan University.
308. Minghua Zhao (2008). Load transfer analysis method of rock-socketed anchoring bolts in the pile foundation of high-pile wharf. Shuiwen dizhi gongcheng dizhi.
309. Minghua Zhao (2008). Program of stability reliability analysis system for slope. Journal of Railway Science and Engineering.
310. 赵明华，龙照，邹新军（2007）. 基于Logistic曲线和Gompertz曲线的最优组合沉降预测模型及其应用. 《公路交通科技》.
311. 赵明华，张玲，杨明辉（2007）. 基于剪切位移法的刚性桩复合地基沉降计算. 《上海交通大学学报》.
312. 赵明华，陈炳初，刘建华（2007）. 基于Verhulst模型的软土路基沉降预测. 《沈阳建筑大学学报(自然科学版)》.
313. 赵明华，邬龙刚，刘建华（2007）. 基于p-y曲线法的承重阻滑桩内力及位移分析. 《岩石力学与工程学报》.
314. 赵明华，陈兆，刘晓明（2007）. 关于《公路桥涵地基与基础设计规范》液塑限试验方法的讨论. 《公路》.
315. Yonghua Su, Peng Zhang, Minghua Zhao (2007). Improved response surface method and its application in stability reliability degree analysis of tunnel surrounding rock. Journal of Central South University of Technology.DOI
316. Wengui Cao, Yongjie Jessica Zhang, Minghua Zhao (2007). Non-probabilistic fuzzy reliability analysis of pile foundation stability by interval theory. Journal of Central South University of Technology.DOI
317. Xinjun Zou, Minghua Zhao, Guang-dong Liu (2007). Buckling analysis of super-long rock-socketed filling piles in soft soil area by element free Galerkin method. Journal of Central South University of Technology.DOI
318. Minghua Zhao, Wei He, Honghua Wang (2007). Perturbation analysis on post-buckling behavior of pile. Journal of Central South University of Technology.DOI
319. Xiaoming Liu, Minghua Zhao, Yonghua Su (2007). Mathematic simulation and parameters determination of slacking process of weak rocks. Journal of Central South University of Technology.DOI
320. Minghua Zhao, Chong Jiang, Wengui Cao, Jian-hua Liu (2007). Catastrophic model for stability analysis of high pile-column bridge pier. Journal of Central South University of Technology.DOI
321. Ling Zhang, Minghua Zhao, Wei He (2007). Working mechanism of two-direction reinforced composite foundation. Journal of Central South University of Technology.DOI
322. Minghua Zhao, Xinjun Zou, Patrick X.W. Zou (2007). Disintegration Characteristics of Red Sandstone and Its Filling Methods for Highway Roadbed and Embankment. Journal of Materials in Civil Engineering.DOI
323. Minghua Zhao (2007). Non-Probabilistic Index Analysis Method of the Stability of Deep Rock around Roadway Based on Interval Variable. Journal of Hunan University.
324. Minghua Zhao (2007). Rock classification based on theory of barycenter of fuzzy set. Rock and Soil Mechanics.
325. Minghua Zhao, Wei He, You Wang (2007). Nonlinear Analysis on Single Pile by Meshfree Local Petrov-Garlerkin Method (MLPG). Lecture notes in computer science.DOI
326. Minghua Zhao (2007). A Unified Analytic Solution to the Buckling Problem of Rock-Socketed Filling Pile with Highrise Cap by Energy Method. Highway Engineering.
327. 苏永华，赵明华，邹志鹏，欧阳光前（2006）. 边坡稳定性分析的Sarma模式及其可靠度计算方法. 《水利学报》.DOI
328. 刘晓明，赵明华，苏永华（2006）. 沉积岩土粒度分布分形模型改进及应用. 《岩石力学与工程学报》.
329. 陈秋南，赵明华，张永兴，刘新荣，胡居义，黄胜平（2006）. 偏压双连拱隧道信息化施工与仿真分析. 《岩石力学与工程学报》.
330. 曹文贵，张升，赵明华（2006）. 软化与硬化特性转化的岩石损伤统计本构模型之研究. 《工程力学》.
331. 赵明华，刘小平，冯汉斌，彭文祥（2006）. 小湾电站高边坡的稳定性监测及分析. 《岩石力学与工程学报》.
332. 苏永华，赵明华，刘晓明（2006）. 岩体分类的二元相对模糊评判法. 《岩石力学与工程学报》.
333. 赵明华，邹丹，邹新军（2006）. 群桩沉降计算的荷载传递法. 《工程力学》.
334. 赵明华，刘齐建，曹喜仁，邹新军（2006）. 按桩顶沉降量控制超长灌注桩竖向承载力研究. 《工程力学》.
335. 赵明华，贺炜，邹新军（2006）. 基桩后屈曲的摄动分析方法. 《工程力学》.
336. 陈艳平，赵明华，陈昌富，姚琪阳（2006）. 土工格室碎石垫层-碎石桩复合地基相似模型试验. 《中国公路学报》.
337. 赵明华，曾广冼，刘江波（2006）. 填石料的振动压实变形特性及压实机理试验研究. 《铁道科学与工程学报》.
338. 赵明华，曾广冼，向臻峰（2006）. 高填石路堤沉降的灰色优化-马尔柯夫预测模型. 《公路交通科技》.
339. 赵明华，肖燕，陈昌富，贺炜（2006）. 考虑土体蠕变特性的桥台软基变形分析. 《中国公路学报》.
340. 赵明华，刘峻龙，刘建华（2006）. 双层地基横向受荷桩简化计算方法研究. 《公路交通科技》.
341. 贺炜，赵明华，邹新军（2006）. 基桩荷载传递的非线性计算方法研究. 《公路交通科技》.
342. 赵明华，刘建华，刘煜，郑焕然（2006）. 滨海公路软土路基变形机理及其沉降预测研究. 《公路交通科技》.
343. 蒋鹏飞，陈昌富，赵明华，杨宇，杨明辉（2006）. 土工格室垫层+碎石桩复合地基在高速公路软基处理中的应用与研究. 《公路》.
344. 苏永华，赵明华，张月英，李青海（2006）. 利用差分法计算基于Spencer分析模式的边坡稳定可靠度. 《岩石力学与工程学报》.
345. 卿启湘，王永和，赵明华（2006）. 软岩填料的长期沉降变形特性及分析. 《岩土工程技术》.
346. Minghua Zhao, Ling Zhang, Minghui Yang (2006). Settlement calculation for long-short composite piled raft foundation. Journal of Central South University of Technology.DOI
347. Minghua Zhao, Jian-hua Liu, Yu Liu, Huanran Zheng (2006). Deformation Mechanism and Settlement Forecast of Soft Clay Embankment in Coastal Region. Journal of Highway and Transportation Research and Development (English Edition).DOI
348. Wei He, Minghua Zhao, Xinjun Zou (2006). Study on Nonlinear Calculation Method of Load Transfer along Pile Shaft. Journal of Highway and Transportation Research and Development (English Edition).DOI
349. Minghua Zhao (2006). Study on statistical damage constitutive model of rock based on new definition of damage. Rock and Soil Mechanics.
350. Minghua Zhao (2006). STUDY ON A STATISTICAL DAMAGE CONSTITUTIVE MODEL WITH CONVERSION BETWEEN SOFTENING AND HARDENING PROPERTIES OF ROCK. Engineering Mechanics.
351. Minghua Zhao (2006). Study on application of improved gray predicted method to determining ultimate bearing capacity of single pile. Rock and Soil Mechanics.
352. 杨宇，赵明华，陈昌富（2005）. 高等级公路破碎岩质边坡生态防护技术研究. 《可持续发展的中国交通——2005全国博士生学术论坛（交通运输工程学科）论文集（下册）》.
353. 苏永华，刘晓明，赵明华（2005）. 摩擦桩承载稳定性的概率分析方法. 《水利学报》.
354. 杨明辉，赵明华，曹文贵（2005）. 岩石损伤软化统计本构模型参数的确定方法. 《水利学报》.DOI
355. 曹喜仁，赵振勇，赵明华（2005）. 高填石路堤地基沉降计算方法研究. 《公路交通科技》.
356. 苏永华，赵明华，邹志鹏（2005）. 基于能量原理的边坡稳定概率计算. 《岩石力学与工程学报》.
357. 赵明华，刘晓明，苏永华（2005）. 含崩解软岩红层材料路用工程特性试验研究. 《岩土工程学报》.
358. 彭文祥，赵明华（2005）. 小东江电站左岸边坡稳定性分析及治理措施. 《公路工程》.
359. 刘杰，赵明华（2005）. 基于双剪统一强度理论的碎石单桩复合地基性状研究. 《岩土工程学报》.
360. 曹文贵，李鹏，赵明华（2005）. 多层地基横向受荷桩简化分析方法的改进与探讨. 《公路》.
361. 曹文贵，程晔，赵明华（2005）. 公路路基岩溶顶板安全厚度确定的数值流形方法研究. 《岩土工程学报》.
362. 赵明华，程晔，曹文贵（2005）. 桥梁基桩桩端溶洞顶板稳定性的模糊分析研究. 《岩石力学与工程学报》.
363. 赵明华，刘煜，曹文贵（2005）. 软土路基沉降变权重组合S型曲线预测方法研究. 《岩土力学》.
364. 赵明华，杨明辉，吴亚中，陈艳平（2005）. 土工格室+碎石桩复合地基承载机理及其试验研究. 《公路交通科技》.
365. 曹文贵，赵明华，刘成学（2005）. 基于统计损伤理论的莫尔-库仑岩石强度判据修正方法之研究. 《岩石力学与工程学报》.
366. 苏永华，何满潮，赵明华，刘晓明（2005）. 基于区间变量的响应面可靠性分析方法. 《岩土工程学报》.
367. 吴鸣，赵明华，邹银生（2005）. 层状地基中轴、横向荷载下桥梁基桩的水平动力反应. 《土木工程学报》.
368. 赵明华，杨明辉，刘煜，曹文贵（2005）. 软土路基固结沉降机理及其预测方法研究. 《铁道科学与工程学报》.
369. 陈昌富，吴子儒，曹佳，赵明华（2005）. 水泥土墙支护结构遗传进化优化设计方法. 《岩土工程学报》.
370. Minghua Zhao, Minghui Yang, Xinjun Zou (2005). Vertical bearing capacity of pile based on load transfer model. Journal of Central South University of Technology.DOI
371. Minghua Zhao (2005). Study on Settlement Calculation Method for Subgrade of High Rockfill Embankment. Journal of Highway and Transportation Research and Development.
372. Minghua Zhao (2005). Stability Analysis and Treatment measure for the Slope of the Left Bank of Xiaodongjiang Power Station. Central South Highway Engineering.
373. Minghua Zhao (2005). Probability analysis on bearing stability of friction piles. Journal of Hydraulic Engineering.
374. 杨明辉，赵明华，吴亚中（2004）. 基于正交理论的土工格室垫层碎石桩复合地基优化设计. 《公路》.
375. 赵明华，刘煜，曹文贵（2004）. 软土路基沉降发展规律及其预测. 《中南大学学报(自然科学版)》.
376. 曹文贵，赵明华，刘成学（2004）. 基于统计损伤理论的德鲁克-普拉格岩石强度准则的修正. 《水利学报》.DOI
377. 赵明华，邹新军，罗松南，邹银生（2004）. 横向受荷桩桩侧土体位移应力分布弹性解. 《岩土工程学报》.
378. 曹文贵，赵明华，刘成学（2004）. 岩石损伤统计强度理论研究. 《岩土工程学报》.
379. 杨明辉，赵明华，曹文贵（2004）. 基于破裂全过程的岩石损伤软化统计本构模型参数确定方法. 《岩土工程学术交流会文集》.
380. 赵明华，邹新军，邹银生，郭玉荣（2004）. 倾斜荷载下基桩的改进有限元——有限层分析方法. 《工程力学》.
381. 赵明华，杨明辉，曹文贵，陈昌富（2004）. 确定嵌岩灌注桩竖向承载力的荷载传递法. 《岩石力学与工程学报》.
382. 钟守宾，赵明华，陈昌富，杨宇（2004）. 破碎岩质边坡生态防护技术研究. 《公路》.
383. 刘杰，周德泉，赵明华（2004）. 柔性群桩与地基相互作用的非线性分析. 《土木工程学报》.
384. 程晔，赵明华，曹文贵，杨明辉（2004）. 高速公路地质雷达探测溶洞成果精度提高方法的探讨. 《公路》.
385. Minghua Zhao (2004). Buckling Analysis of the Variable Section Piles. Journal of Hunan University.
386. 曹文贵，赵明华（2003）. 岩石损伤统计本构模型及其参数确定的探讨. 《中国土木工程学会第九届土力学及岩土工程学术会议论文集（上册）》.
387. 赵明华，袁腾方，黎莉，蒋德松（2003）. 岩溶区桩端持力岩层安全厚度计算研究. 《公路》.
388. 程晔，曹文贵，赵明华（2003）. 高速公路下伏岩溶顶板稳定性二级模糊综合评判. 《中国公路学报》.
389. 邹新军，赵明华，刘代全（2003）. 公路衡重式挡土墙优化设计方法与应用研究. 《公路》.
390. 赵明华，邓觐宇，曹文贵（2003）. 红砂岩崩解特性及其路堤填筑技术研究. 《中国公路学报》.
391. 袁腾方，曹文贵，赵明华，程晔（2003）. 岩溶区高速公路路基下岩溶顶板稳定性的模糊评价方法. 《公路工程》.
392. 赵明华，姚琪阳，陈昌富，陈艳平（2003）. 碎石桩复合地基模型试验. 《公路》.
393. 赵平，赵明华，赵明，陈昌富（2003）. 确定碎石桩复合地基桩土应力比的新方法. 《公路》.
394. 赵明华，刘建华，刘代全，陈昌富（2003）. 碎石桩复合地基承载力分析. 《公路》.
395. 周伟义，李军生，赵明华，王非平（2003）. 潭邵高速公路岩溶及采空区路基稳定性评价及治理对策. 《公路》.
396. 陈昌富，龚晓南，赵明华（2003）. 混沌蚁群算法及其工程应用. 《中国土木工程学会第九届土力学及岩土工程学术会议论文集（下册）》.
397. 程晔，赵明华，曹文贵（2003）. 桩基下岩溶顶板稳定性评价的强度折减法研究. 《中国土木工程学会第九届土力学及岩土工程学术会议论文集（上册）》.
398. 赵明华，曹文贵，陈昌富，刘齐建，杨明辉（2003）. 嵌岩桩竖向承载特性及承载力研究. 《中国土木工程学会第九届土力学及岩土工程学术会议论文集（上册）》.
399. 赵明华，吴鸣，郭玉荣（2002）. 轴、横向荷载下桥梁基桩的受力分析及试验研究. 《中国公路学报》.
400. 蒋鹏飞，黄谋钊，陈昌富，赵明华（2002）. 碎石桩复合地基上路堤边坡稳定性分析混合遗传算法. 《湖南交通科技》.
401. 高洪波，赵明华，邹银生（2002）. 考虑桩土共同作用的四桩承台受弯承载力计算. 《工业建筑》.
402. 黎莉，赵明华，刘晓明（2002）. 高填石路堤施工阶段地基沉降分析方法初探. 《公路》.
403. 邓觐宇，赵明华（2002）. 红砂岩路堤填筑技术研究. 《公路》.
404. 石安池，赵明华，薛果夫（2001）. 三峡工程永久船闸高边坡岩体变形特征与机理分析. 《岩石力学与工程学报》.
405. 邹新军，赵明华，钟守宾（2001）. 大尺寸土工试验报告图表在VB6下的虚屏与打印实现. 《公路》.
406. 赵明华，邹新军，蒋德松（2001）. 边坡稳定分析及其在堤防工程中的应用. 《湖南大学学报(自然科学版)》.
407. 沈蒲生，赵明华，宋杰（1999）. 美国高校土木工程本科教育概况. 《高等建筑教育》.
408. 赵明华，沈蒲生，宋杰（1998）. 土木工程专业人才培养模式初探. 《大学教育科学》, No. 3.下载原文
409. Mohammed A. Gabr, J. J. Wang, Minghua Zhao (1997). Buckling of Piles with General Power Distribution of Lateral Subgrade Reaction. Journal of Geotechnical and Geoenvironmental Engineering.DOI
410. 王贻荪，赵明华，王季柏（1994）. 考虑桩承载力随机性的基础梁分析. 《中国土木工程学会第七届土力学及基础工程学术会议论文集》.
411. 赵明华（1989）. 三角形分布荷载下矩形基础的沉降计算. 《建筑结构》.DOI
412. 赵明华（1988）. 公路桥涵地基的沉降计算. 《公路》.
413. 赵明华（1987）. 桥梁桩基稳定计算长度. 《工程力学》.
414. 赵明华（1987）. 对《公路桥涵地基基础设计规范》桩基计算的讨论. 《公路》.
415. 赵明华（1985）. 微型计算机在桥梁桩基计算(m法)中的应用. 《公路》.
416. 赵明华（1960）. 引水上山渠道的滑坡及防治. 《人民黄河》.

书籍章节

1. Xin Tan, Minghua Zhao (2017). Deformation and Failure Behavior of the Isolated Single Stone Column with and Without Geosynthetic Encasement. Springer series in geomechanics and geoengineering.DOI
2. Ling Zhang, Qiang Ou, Minghua Zhao (2017). Deformation Behavior of Geocell Reinforced Granular Cushion Over Soft Soil with Stone Columns. Springer series in geomechanics and geoengineering.DOI
3. Xinjun Zou, Minghua Zhao (2010). Application of Geocell in the Ecological Protection of Rock Slope. Springer eBooks.DOI
4. Sisi Liu, Minghua Zhao (2010). Data Divison Method of Sand Liquefaction Samples Based on Self-Organizing Maps. Springer eBooks.DOI