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特殊土水力耦合特性与工程处置
岩土体多场多尺度试验与稳定性评价
滑坡地质灾害演化与防控
- 国家自然科学基金青年项目:离子土固化剂改性强膨胀土微细观水合-膨胀模型研究,2013-2015,主持
- 湖北省自然科学基金:引江济汉工程渠线膨胀土胀缩过程及性态调控研究,2014-2015,主持。
- 国家自然科学基金面上项目:离子型稳固剂对膨胀土缩裂进程的调控机理研究,2016-2019,主持。
- 国家自然科学基金面上项目:高吸力下强膨胀土水合演化机制及持水-膨胀模型研究,2020-2023,主持。
- 国家自然科学基金面上项目:渐变饱和厚层滑带强度演变特征与水库滑坡间歇滑移机制研究,2024-2027,主持。
- 刘清秉.《砂土静力触探模型实验及其应用研究》, 中国地质大学出版社, 2020
- 刘清秉, 项伟, 吴云刚, 张伟锋.《膨胀土工程特性及改性理论研究》, 中国地质大学出版社, 2015.(湖北省学术著作专项基金资助)
- 聂良佐; 项伟; 刘清秉; 曹刚; 胡学军, 一种膨胀仪 , 2014.4.9, 中国, ZL201110160363.8
- 孙畅; 黄维; 刘清秉; 陶亚坤; 一种材料强度应变测试系统及测试方法,2019-8-27, 中国,CN201910797118.4.
- 孙畅; 黄维; 刘清秉; 一种固液自动混合配置系统,2019-10-15, 中国,CN201910980248.1.
- 王臻华; 项伟; 刘清秉; 徐溪晨,一种分层环刀制样器,,2018.05.18,中国,ZL201721158318.8
- 王菁莪; 崔德山; 刘清秉 ; 骆进; 项伟; 一种自行式线状路径岩土变形监测装置,2019.1.28, 中国,CN201910080107.4.
- 苏爱军; 王菁莪; 刘清秉; 项伟,深部地层水平抗力系数原位测试仪,2016.6.1,中国, ZL201510316027.6
- 王菁莪; 刘清秉; 崔德山; 项伟,自注水式岩土样品饱和器,2017.12.29,中国, ZL201410526914.1
- 王菁莪; 刘清秉; 崔德山; 骆进; 项伟; 坠落撞击式模型试验装置与试验方法,2019-11-15至2029-11-15, 中国,CN201810060677.2.
- 王菁莪; 刘清秉; 崔德山; 项伟; 苏爱军; 置于地表浅层的圆弧滑动面滑坡深部变形监测装置与方法,2019-9-17, 中国,CN201910877424.9
- 王菁莪; 刘清秉; 崔德山; 程超杰; 黄伟; 项伟,非饱和土抗拉强度测试装置及测试方法,2019.1.15,中国, ZL201610814003.8
- QB Liu, BM Lehane (2012). The influence of Particle Shape on the Cone Penetration Test (CPT) end resistance in uniformly graded granular soils, Geotechnique, 62(11): 973-984.
- B. M. Lehane, Q. B. Liu*(2013). Measurement of Shearing Characteristics of Granular Materials at Low Stress Levels in a Shear Box, Geotechnical and Geological Engineering, 2013, 31(1): 329-336.
- Liu, Q. B., Lehane, B. M., & Tian, Y. (2020). Bearing capacity and stiffness of embedded circular footings on stiff-over-soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 146(11),0602 0020. (ASCE Editor’s Choice 论文)
- Zhang, Q. H., Liu, Q. B*, He, G. F. (2020). Reexamining the necessity of adding water curtain borehole with improved understanding of water sealing criterion. Rock Mechanics and Rock Engineering, 53(10), 4623-4638.
- Liu, Q., & Lehane, B. M. (2021). A centrifuge investigation of the relationship between the vertical response of footings on sand and CPT end resistance. Géotechnique, 71(5), 455-465.
- Wang, J., Schweizer, D., Liu, Q*., Su, A., Hu, X., & Blum, P. (2021). Three-dimensional landslide evolution model at the Yangtze River. Engineering Geology, 292, 106275. (ESI高被引论文)
- Xu, D., Zhu, F., Lalit, B., Fan, X., & Liu, Q*. (2021). Construction solid waste landfills: risk assessment and monitoring by fibre optic sensing technique. Geomatics, Natural Hazards and Risk, 12(1), 63-83.
- Xu, D. S., Yan, J. M., & Liu, Q* (2021). Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests. Geosynthetics International, 28(6), 598-608.
- Zhang, Q. H., Liu, Q. B*, Wang, S. H., Liu, H. L., & Shi, G. H. (2022). Progressive Failure of Blocky Rock System: Geometrical–Mechanical Identification and Rock-Bolt Support. Rock Mechanics and Rock Engineering, 55(3), 1649-1662.
- Dong, Y., Liao, Z., Wang, J., Liu, Q*, & Cui, L. (2023). Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area. Bulletin of Engineering Geology and the Environment, 82(1), 41. (ESI高被引论文)
- Wang, J., Su, A., Liu, Q*, Zeng, Z. (2023). Slaking characteristics and rock–mortar interface durability of red-bed mudrock subjected to wet–dry cycles: a case study in the Three Gorges Area, China. Bulletin of Engineering Geology and the Environment, 82(12), 462.
- Zhang, Q. H., & Liu, Q. B*. (2022). Semi-stochastic generation of rock discontinuity networks based on traces exposed on cavern roof. International Journal of Rock Mechanics and Mining Sciences, 149, 104978.