Zhang Chuanqing
Email: cqzhang@whrsm.ac.cn
Telephone:  
Address: Multi-field coupling effect group of rock mass engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuchang District, Wuhan, Hubei Province

Postcode: 430071

Researchgate:   https://www.researchgate.net/profile/Chuanqing_Zhang

Research Areas

Zhang Chuangqing, professor, doctoral supervisor, deputy chief engineer, deputy director of the Laboratory of Catastrophe and Protection Engineering for Underground Engineering at the Chinese Academy of Sciences. Selected as a leading talent under the "WR" program of the State, a member of the first batch of the Chinese Academy of Sciences Young Innovation Promotion Association, a first batch of outstanding members, the winner of the Ninth Young Science Award of the Chinese Rock Mechanics and Engineering Society, and awarded the title of "Jingchu Craftsman". Also serves as an editor of the Journal of Rock Mechanics and Engineering, the Journal of Geotechnical Mechanics, and the Journal of Harbin Engineering University. Member of the Party Group of the Soft Rock Engineering and Deep Disaster Control Branch of the Chinese Rock Mechanics and Engineering Society, Standing Committee Member of the Underground Engineering Branch and Mining Rock Mechanics Branch of the Chinese Society of Rock Mechanics and Engineering, Standing Member of the Hubei Provincial Underground Engineering Society, Member of the Resilience Disaster Mitigation and Emergency Professional Committee of the Chinese Geophysical Society, and Member of the Water Engineering Rock Mechanics Branch of the Chinese Dam Engineering Society.

For a long time, he has been dedicated to the research on deep rock mechanics and deep disaster control. Facing the national major strategic demands such as the Belt and Road Initiative, water security, a strong transportation country, and energy security, he has achieved a series of innovative results in the mechanisms of rock deformation and fracture, the mechanisms and prevention of deep engineering disasters, and the triggering mechanisms of disasters caused by fault activation.

He has presided over and participated in 15 national and provincial-level projects, including the Yalong River Joint Fund Project of the National Natural Science Foundation. He has successively undertaken 30 major engineering research projects. He has won 15 awards including the National Science and Technology Progress Award, the Technical Invention Award of the International Rock Mechanics and Rock Engineering Society, the First Prize of Natural Science of Provincial and Ministerial Level, the First Prize of Technical Invention, and the First Prize of Science and Technology Progress. He has published 5 monographs, obtained more than 80 invention patents, participated in the compilation of 6 national, industry and group standards (with 2 serving as the second chief editor), and has published over 200 papers. He has been selected into the list of China's High-Cited Scholars by Elsevier and the top 2% of global top scientists.

Main research directions: Deep rock mechanics and engineering, prevention of deep engineering disasters, shear mechanics of rock structural planes, triggering mechanisms of faults causing disasters, and rock anchor mechanics

Honors & Distinctions

​科研奖励:

1. 2018,深部岩体复杂力学响应关键实验技术与装备,湖北省技术发明一等奖

2. 2014,岩石非线性流固耦合理论及其工程应用,湖北省科技进步一等奖

3. 2013,硬岩高应力灾害孕育过程的机制、预警与动态调控关键技术,国家科技进步二等奖

4. 2012,岩爆孕育机制、预警与动态调控方法研究,湖北省科技进步一等奖

5. 2012,深埋高水头水工隧洞围岩稳定控制关键技术,国家能源科技进步奖一等奖

6. 2012,深埋高外水压力长大隧洞围岩稳定性及衬砌支护结构研究,中国水电工程顾问集团公司特等奖

7. 2013,深埋高外水压力长大隧洞围岩稳定性及衬砌支护结构研究,中国电力建设集团有限公司一等奖

8. 2014,深埋大直径软岩隧洞变形与稳定研究,电力行业优秀工程咨询成果一等奖

9. 2015,深埋大直径软岩隧洞变形与稳定. 电力工程科学技术进步奖一等奖

10. 2016,高地应力区大直径TBM掘进岩爆风险控制. 浙江省岩土力学与工程学会科学技术奖二等奖


Publications

​代表性论文:

1. The long-term safety of a deeply buried soft rock tunnel lining under inside-to-outside seepage conditions. Tunnelling and Underground Space Technology,2017,67: 132-146. (SCI)

2. An Index for estimating the stability of brittle surrounding rock mass — FAI and its engineering application[J]. Rock Mechanics and Rock Engineering, 2011, 44: 401-414.(SCI)

3. A Top Pilot Tunnel Preconditioning Method for the Prevention of Extremely Intense Rockbursts in Deep Tunnels Excavated by TBMs. Rock Mechanics and Rock Engineering, 2012, 45: 289-309.(SCI,当期第二篇)

4. Case Histories of Four Extremely Intense Rockbursts in Deep Tunnels. Rock Mechanics and Rock Engineering, 2012, 45: 275-288.(SCI,当期第一篇)

5. A new interpretation for the polyaxial strength effect of rock. International Journal of Rock Mechanics and Mining Sciences, 2010, 47: 496-501. (SCI)

6. Estimation of in situ stress along deep tunnels buried in complex geological conditions. International Journal of Rock Mechanics and Mining Sciences, 2012, 52: 139-162. (SCI)

7. 锚杆杆体-砂浆界面剪切力学试验研究. 岩石力学与工程学报,2018,37(4):820-828. (EI)

8. 基于地应力水平评价的围岩潜在破坏模式研究. 岩石力学与工程学报,2018,38(S1):3187-3195. (EI)

9. 岩爆倾向性指标Wet试验方法及与B的关系. 岩土力学,2017,38(5): 1397-1404. (EI)

10. 基于潜在挤压比的地下工程软岩挤压程度评价方法研究. 岩石力学与工程学报,2016,35(05):939-947. (EI)

11. 地下工程围岩潜在岩爆问题评估方法. 岩土力学,2016,37(S1):341-349. (EI)

12. 基于破坏接近度的岩土工程稳定性评价. 岩土力学,2007,28(5):888-894. (EI)

13. 统一屈服面空间相交问题的处理. 西安交通大学学报,2007,41(11):1330-1334. (EI)

       14. 应力释放法在隧洞开挖模拟中若干问题的研究. 岩土力学,2008,29(5):1174-1180. (EI)

15. 局域地应力场获取的插值平衡方法. 岩土力学,2008,29(8):2016-2024. (EI)

16. 隧洞围岩收敛损失位移的求取方法及应用. 岩土力学,2009,30(4):997-1003,1012. (EI)

17. 深部试验隧洞围岩脆性破坏及数值模拟. 岩石力学与工程学报,2010,29(10):2063-2068.(EI)

18. 岩石多轴与常规三轴强度的关系. 固体力学学报,2011,32(3):228-234.

19. 深埋硬岩隧洞岩爆倾向性指标RVI的建立及验证. 岩石力学与工程学报,2011,30(6):1126-1141. (EI)

20. 深埋硬岩隧洞围岩的破坏模式分类与调控策略. 岩石力学与工程学报,2011,30(9):1782-1802. (EI)

21. 岩爆孕育过程的动态调控. 岩石力学与工程学报,2012,31(10):1983-1997. (EI)

22. 深埋硬岩隧洞系统砂浆锚杆的加固机制与加固效果模拟方法. 岩石力学与工程学报,2012,31(S1):2711-2721. (EI)

23. 不同初始损伤和卸荷路径下深埋大理岩卸荷力学特性试验研究. 岩石力学与工程学报,2012,31(8):1686-1697. (EI)

24. 考虑围压效应的大理岩弹塑性耦合力学模型研究. 岩石力学与工程学报, 2012, 31(12): 2389-2399.

25. 深埋绿泥石片岩变形特征及稳定性分析. 岩石力学与工程学报,2013,32(10):2045-2052. (EI)

代表性发明专利:

1. 地应力效应下活动断裂带错动位移分布模型试验装置. (ZL201510677232.5)

2. 可加围压并约束试样转动的加载机构. (ZL201510676063.3)

3. 动静荷载下围岩及锚固体力学响应试验装置. (ZL201510873553.2)

4. 一种用于制作片岩相似材料的装置. (ZL201510055857.8)

5. 一种应力作用下软弱构造带错动模拟试验装置. (ZL201510755726.0)

6. 一种胀壳式恒阻预应力锚杆. (ZL201310299758.5)

7. 锚固系统工作机制二维试验方法. (ZL201210192423.9)

         8. 锚固系统工作机制二维可视化试验装置. (ZL201210192421.X)

9. 一种岩样渗透系数测试装置. (ZL201510899751.6)

10. 一种制作片岩相似材料的下料装置. (ZL201510052954.1)

11. 自平衡岩石全端面真三轴压缩试验装置. (ZL200910061010.5)

12. 一种TBM施工隧道极强或强岩爆洞段的联合掘进方法. (ZL201010247856.0)

13. 一种室内单裂隙岩石试样制备装置. (ZL201110251080.4)

14. Rock hollow cylinder torsional shear apparatus. (美国发明专利:15/622,056)

出版专著:

1. 深埋软岩隧洞稳定性控制理论与技术. 北京:科学出版社,2016.

2. 深埋硬岩隧洞动态设计方法. 北京:科学出版社,2013.

3. 岩爆孕育过程的机制、预警与动态调控. 北京:科学出版社,2013.

4. 岩爆和冲击地压数值模拟与评估预测方法. 北京:科学出版社,2016.

         5. 硬岩板裂化及其锚固机制. 北京:科学出版社.


Students

已指导学生

梁恒  硕士研究生  085213-建筑与土木工程  

崔国建  博士研究生  081401-岩土工程  

刘振江  博士研究生  081401-岩土工程  

吴青钱  硕士研究生  085213-建筑与土木工程  

刘小岩  博士研究生  081401-岩土工程  

吕浩安  硕士研究生  085213-建筑与土木工程  

郭宇航  博士研究生  081401-岩土工程  

桑昊旻  博士研究生  081401-岩土工程  

李玲玉  博士研究生  081400-土木工程  

现指导学生

叶金萍  博士研究生  081401-岩土工程  

张罗送  博士研究生  081400-土木工程  

方志  博士研究生  081400-土木工程  

张强强  硕士研究生  081400-土木工程  

谢起明  博士研究生  081400-土木工程  

郭战泽  博士研究生  081400-土木工程  

龚兆阳  硕士研究生  085900-土木水利