081401-岩土工程

深部工程硬岩高应力卸荷破坏机理

2008-09--2011-06   中国科学院武汉岩土力学研究所   博士研究生/工学博士
2003-09--2006-06   中国地质科学院   硕士研究生/工学硕士
1999-09--2003-06   吉林大学   本科生/工学学士

   

2011-07~现在, 中国科学院武汉岩土力学研究所, 副研究员
2006-07~2008-08,黑龙江省水利水电勘测设计科学研究院, 助理工程师

   

（1） 岩爆孕育机制、预警与动态调控方法研究, 国家级, 2012

[1] 邱士利, 张浩, 江权, 李邵军, 徐鼎平. 一种用于钻孔摄像测试设备导向辅助装置及施工方法. CN115628044A, 2023-01-22.
[2] 邱士利, 张浩, 李平, 李邵军, 徐鼎平, 江权. 基于标靶装置的深埋隧洞结构面点云坐标变换方法及设备. CN114858140A, 2022-08-05.
[3] 邱士利, 李平, 李邵军, 江权, 徐鼎平. 一种深部背斜构造及地层结构三维数值模型构建方法. CN114491774A, 2022-05-13.
[4] 邱士利, 李平, 章檀, 陈涛, 李邵军, 闫生存, 江权. 一种模拟岩体裂隙注浆过程的实验装置及压力监测系统. CN: CN113514367A, 2021-10-19.
[5] 邱士利, 李平, 张世瑞, 李邵军, 江权. 一种FDEM-Voronoi颗粒模型的能量数值计算方法. CN: CN112989668A, 2021-06-18.
[6] 江权, 冯夏庭, 李邵军, 徐鼎平, 苏国韶, 晏飞, 邱士利. 岩石剪切试验设备及针对岩石试块的直剪试验测试方法. CN: CN111089781B, 2021-04-30.
[7] 江权, 李力夫, 冯夏庭, 徐鼎平, 邱士利, 刘继国. 剪切盒连接装置. CN: CN111089783B, 2021-03-30.
[8] 江权, 郑虹, 樊启祥, 晏飞, 徐鼎平, 李邵军, 熊先涛, 邱士利. 岩石拉伸变形模量与拉伸强度测试系统及方法. CN: CN112213185A, 2021-01-12.
[9] 邱士利, 闫思泉, 刘继光, 贾超, 张晨曦, 杨艳霜. 室内剪切试验中结构面试样的辅助预制装置及其使用方法. CN: CN110487617A, 2019-11-22.
[10] 邱士利, 李邵军, 匡智浩, 王钱款, 王金鑫. 一种基于GIS框架的深埋超长隧道岩爆风险评估方法. CN: CN110134753A, 2019-08-16.
[11] 邱士利, 曾志全, 徐鼎平, 王钱款, 江权, 李邵军. 一种测定高应力硬岩损伤演化规律的试验方法. CN: CN110082229A, 2019-08-02.
[12] 邱士利, 李平, 李邵军, 江权. 一种渗流-压力耦合环境室内高仿真注浆试验装置. CN: CN109946438A, 2019-06-28.
[13] 陈娜, 廖志煌, 高积福, 邱士利, 阳伟, 王金鑫, 张晨曦. 深度、角度半自动控制的岩石试样制备装置及其使用方法. CN: CN109946138A, 2019-06-28.
[14] 冯夏庭, 赵周能, 陈炳瑞, 张传庆, 邱士利, 丰光亮, 肖亚勋, 刘国锋, 苏国韶. 深埋隧道断面上岩爆风险位置判别方法. CN: CN103953392A, 2014-07-30.
[15] 冯夏庭, 赵周能, 邱士利, 陈炳瑞, 丰光亮, 肖亚勋, 刘国锋, 于洋. 一种深埋大断面隧道下台阶开挖岩爆风险区判别方法. CN: CN103941282A, 2014-07-23.
[16] 冯夏庭, 张传庆, 周辉, 吴文平, 邱士利. 一种TBM施工隧道极强或强岩爆洞段的联合掘进方法. CN: CN101915105A, 2010-12-15.

   

[1] 徐鼎平, 江权, 李邵军, 柳秀洋, 黄书岭, 邱士利, 丰光亮, 郑虹. 地下洞室围岩整体稳定性定量评估的方法、云系统与工程实践. 岩石力学与工程学报[J]. 2022, 41(11): 2186-2198, [2] 李邵军, 匡智浩, 邱士利, 郑虹. 岩石脆性评价方法研究进展及适应性探讨. 工程地质学报[J]. 2022, 30(1): 59-70, http://lib.cqvip.com/Qikan/Article/Detail?id=7106701061.
[3] 陈娜, 李平, 韩华超, 曾志全, 邱士利. 片理结构软岩变形破坏声发射特征. 武汉大学学报:工学版[J]. 2022, 55(6): 539-544, http://lib.cqvip.com/Qikan/Article/Detail?id=7107692538.
[4] 李邵军, 郑民总, 邱士利, 姚志宾, 肖亚勋, 周济芳, 潘鹏志. 中国锦屏地下实验室开挖隧洞灾变特征与长期原位力学响应分析. 清华大学学报:自然科学版[J]. 2021, 61(8): 842-852, http://lib.cqvip.com/Qikan/Article/Detail?id=7105626227.
[5] 赵军, 方越, 闫思泉, 曾志全, 邱士利. 不同水灰比注浆锯齿结构面剪切力学特性试验研究. 岩石力学与工程学报[J]. 2021, 40(S01): 2673-2680, http://lib.cqvip.com/Qikan/Article/Detail?id=7105785250.
[6] Zhang, Shirui, Qiu, Shili, Kou, Pengfei, Li, Shaojun, Li, Ping, Yan, Siquan. Investigation of Damage Evolution in Heterogeneous Rock Based on the Grain-Based Finite-Discrete Element Model. MATERIALS[J]. 2021, 14(14): http://dx.doi.org/10.3390/ma14143969.
[7] Wang, Qiankuan, Qiu, Shili, Cheng, Yao, Li, Ping, Kou, Yongyuan, Zhang, Shirui. Influence of the Seismic Wave Velocity of the Damage Zone on Near-Field Ground Motions. FRONTIERS IN EARTH SCIENCE[J]. 2021, 9: http://dx.doi.org/10.3389/feart.2021.803522.
[8] Zheng, Minzong, Li, Shaojun, Zhao, Hongbo, Huang, Xiang, Qiu, Shili. Probabilistic analysis of tunnel displacements based on correlative recognition of rock mass parameters. GEOSCIENCEFRONTIERS[J]. 2021, 12(4): 46-60, https://doaj.org/article/80d155f965df4e99a478a34ab8466980.
[9] 李邵军, 郑民总, 瞿定军, 匡智浩, 王国均, 邱士利. 基于钻孔变形法的无线地应力测量系统及测试分析. 岩石力学与工程学报[J]. 2021, 40(S01): 2841-2850, http://lib.cqvip.com/Qikan/Article/Detail?id=7105785268.
[10] Kuang, Zhihao, Qiu, Shili, Li, Shaojun, Du, Shihui, Huang, Yong, Chen, Xingqiang. A New Rock Brittleness Index Based on the Characteristics of Complete Stress-Strain Behaviors. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2021, 54(3): 1109-1128, http://dx.doi.org/10.1007/s00603-020-02311-z.
[11] Xu, Dingping, Huang, Xiang, Jiang, Quan, Li, Shaojun, Zheng, Hong, Qiu, Shili, Xu, Huaisheng, Li, Yonghong, Li, Zhiguo, Ma, Xingdong. Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING[J]. 2021, 13(3): 529-544, http://dx.doi.org/10.1016/j.jrmge.2020.11.007.
[12] 王钱款, 邱士利, 程瑶, 陈兴强, 方越. 基于GIS的深埋超长隧道岩爆等级评估方法. 中南大学学报:自然科学版[J]. 2021, 52(8): 2572-2587, http://lib.cqvip.com/Qikan/Article/Detail?id=7105592590.
[13] 匡智浩, 李邵军, 杜灿勋, 邱士利, 吝曼卿, 杜三林. 考虑应力变化速率的岩石脆性评价指标. 岩土力学. 2021, https://t.cnki.net/kcms/detail?v=3uoqIhG8C45S0n9fL2suRadTyEVl2pW9UrhTDCdPD67-JpOh-jzWMKAYzTWxnSN6yj7ZAsGyEKLcM2kNWd-Q_v7_CX2RCnRq&uniplatform=NZKPT.
[14] Zheng, Zhi, Feng, XiaTing, Yang, ChengXiang, Zhang, XiWei, Li, ShaoJun, Qiu, ShiLi. Post-peak deformation and failure behaviour of Jinping marble under true triaxial stresses. ENGINEERING GEOLOGY[J]. 2020, 265: http://dx.doi.org/10.1016/j.enggeo.2019.105444.
[15] 廖志煌, 闫思泉, 曾志全, 韩华超, 邱士利, 李平. 基于UDEC的裂隙岩体注浆参数研究. 江苏科技信息[J]. 2020, 37(14): 44-49, http://lib.cqvip.com/Qikan/Article/Detail?id=7102120158.
[16] Xu, Dingping, Jiang, Quan, Li, ShaoJun, Qiu, ShiLi, Duan, ShuQian, Huang, ShuLing. Safety assessment of cable bolts subjected to tensile loads. COMPUTERS AND GEOTECHNICS[J]. 2020, 128: http://dx.doi.org/10.1016/j.compgeo.2020.103832.
[17] 赵军, 王金鑫, 曾志全, 邱士利. 鄂北丘陵岗地区浅埋隧洞劣质围岩支护数值模拟研究. 安徽理工大学学报:自然科学版[J]. 2019, 39(6): 13-18, http://lib.cqvip.com/Qikan/Article/Detail?id=7101080079.
[18] Zhang, Kai, Zhang, Chunshun, Qiu, Shili, Gamage, Pathegama Gamage. Effect of loading rates and stress paths on rock strengths: a novel approach based on experimental evidence. ARABIAN JOURNAL OF GEOSCIENCES[J]. 2019, 12(7): https://www.webofscience.com/wos/woscc/full-record/WOS:000462143500002.
[19] Pan, PengZhi, Yan, Fei, Feng, XiaTing, Wu, Zhenhua, Qiu, Shili. Modeling of an excavation-induced rock fracturing process from continuity to discontinuity. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2019, 106(-): 286-299, http://dx.doi.org/10.1016/j.enganabound.2019.05.014.
[20] Zheng, Hong, Feng, XiaTing, Li, Shaojun, Qiu, Shili, Wang, Bin. Coupled chemo-mechanical behavior of CO2 mineral trapping in the reservoir sandstones during CO2-EWR. ENVIRONMENTAL EARTH SCIENCES[J]. 2019, 78(15): https://www.webofscience.com/wos/woscc/full-record/WOS:000477956600004.
[21] 钟山, 江权, 冯夏庭, 李邵军, 刘继光, 邱士利, 吴世勇. 锦屏深部地下实验室初始地应力测量实践. 岩土力学[J]. 2018, 39(1): 356-366, http://lib.cqvip.com/Qikan/Article/Detail?id=674249240.
[22] 许度, 冯夏庭, 李邵军, 吴世勇, 邱士利, 周扬一, 高要辉. 激光扫描隧洞变形与岩体结构面测试技术及应用. 岩土工程学报[J]. 2018, 40(7): 1336-, http://lib.cqvip.com/Qikan/Article/Detail?id=675645257.
[23] 张传庆, 张玲, 周辉, 邱士利. 深部硬岩的力学特性与支护要求. 武汉工程大学学报[J]. 2018, 40(5): 543-549, http://lib.cqvip.com/Qikan/Article/Detail?id=676534534.
[24] Feng, XiaTing, Xu, Hong, Qiu, ShiLi, Li, ShaoJun, Yang, ChengXiang, Guo, HaoSen, Cheng, Yuan, Gao, YaoHui. In Situ Observation of Rock Spalling in the Deep Tunnels of the China Jinping Underground Laboratory (2400 m Depth). ROCK MECHANICS AND ROCK ENGINEERING[J]. 2018, 51(4): 1193-1213, http://119.78.100.198/handle/2S6PX9GI/4252.
[25] Gao, YaoHui, Feng, XiaTing, Zhang, XiWei, Feng, GuangLiang, Jiang, Quan, Qiu, ShiLi. Characteristic Stress Levels and Brittle Fracturing of Hard Rocks Subjected to True Triaxial Compression with Low Minimum Principal Stress. ROCKMECHANICSANDROCKENGINEERING[J]. 2018, 51(12): 3681-3697, https://www.webofscience.com/wos/woscc/full-record/WOS:000452079700003.
[26] Xu, Dingping, Zhou, Yangyi, Qiu, Shili, Jiang, Quan, Wang, Bin. Elastic modulus deterioration index to identify the loosened zone around underground openings. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY[J]. 2018, 82: 20-29, http://dx.doi.org/10.1016/j.tust.2018.07.032.
[27] Xu, Zhongyuan, Li, Tianbin, Chen, Guoqing, Ma, Chunchi, Qiu, Shili, Li, Zhi. The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect. KSCE JOURNAL OF CIVIL ENGINEERING[J]. 2018, 22(8): 2764-2775, https://www.webofscience.com/wos/woscc/full-record/WOS:000439197500011.
[28] 吴世勇, 邱士利, 周扬一, 高要辉, 许度, 冯夏庭, 李邵军. 基于三维激光扫描的锦屏地下实验室岩体变形破坏特征关键信息提取技术研究. 岩土力学[J]. 2017, 488-495, http://119.78.100.198/handle/2S6PX9GI/12120.
[29] Xiao, YaXun, Feng, XiaTing, Feng, GuangLiang, Liu, HuaJi, Jiang, Quan, Qiu, ShiLi. Mechanism of evolution of stress-structure controlled collapse of surrounding rock in caverns: A case study from the Baihetan hydropower station in China. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY[J]. 2016, 51: 56-67, http://dx.doi.org/10.1016/j.tust.2015.10.020.
[30] 冯夏庭, 吴世勇, 李邵军, 邱士利, 肖亚勋, 丰光亮, 申满斌, 曾雄辉. 中国锦屏地下实验室二期工程安全原位综合监测与分析. 岩石力学与工程学报[J]. 2016, 35(4): 649-657, http://119.78.100.198/handle/2S6PX9GI/12352.
[31] XiaTing Feng, Chuanqing Zhang, Shili Qiu, Hui Zhou, Quan Jiang, Shaojun Li. Dynamic design method for deep hard rock tunnels and its application. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING[J]. 2016, 8(4): 443-, http://lib.cqvip.com/Qikan/Article/Detail?id=669622122.
[32] 邱士利, 丛宇, 冯夏庭, 郑颖人, 王在泉. 脆性岩石宏细观破坏机制的卸荷速率影响效应研究. 岩石力学与工程学报[J]. 2016, 3696-3705, http://119.78.100.198/handle/2S6PX9GI/12229.
[33] 张传庆, 邱士利, 冯夏庭, 江权. 深埋隧洞应变型岩爆倾向性评估的新数值指标研究. 岩石力学与工程学报[J]. 2014, 33(10): 2007-2017, http://lib.cqvip.com/Qikan/Article/Detail?id=662677495.
[34] Zhang, Chuanqing, Feng, XiaTing, Zhou, Hui, Qiu, Shili, Yang, Yanshuang. Rock mass damage induced by rockbursts occurring on tunnel floors: a case study of two tunnels at the Jinping II Hydropower Station. ENVIRONMENTAL EARTH SCIENCES[J]. 2014, 71(1): 441-450, http://119.78.100.198/handle/2S6PX9GI/3542.
[35] Qiu, Shili, Feng, Xiating, Zhang, Chuanqing, Xiang, Tianbing. Estimation of rockburst wall-rock velocity invoked by slab flexure sources in deep tunnels. CANADIAN GEOTECHNICAL JOURNAL[J]. 2014, 51(5): 520-539, http://119.78.100.198/handle/2S6PX9GI/3594.
[36] Zhang Chuanqing. Estimation on rockburst wall-rock velocity evoked by slab flexure sources in deep tunnels. Canadian Geotechnical Journal. 2014, [37] Qiu, ShiLi, Feng, XiaTing, Xiao, JianQing, Zhang, ChuanQing. An Experimental Study on the Pre-Peak Unloading Damage Evolution of Marble. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2014, 47(2): 401-419, http://119.78.100.198/handle/2S6PX9GI/3569.
[38] 肖建清, 邱士利, 张腊春, 冯夏庭. 均匀地应力场下圆形隧道静态弹塑性解析方法. 岩石力学与工程学报[J]. 2013, 3466-3477, http://lib.cqvip.com/Qikan/Article/Detail?id=1005525538.
[39] 冯夏庭, 黄书岭, 张传庆, 邱士利. 均质各向同性硬岩统一应变能强度准则的建立及验证. 岩石力学与工程学报[J]. 2013, 32(4): 714-727, http://lib.cqvip.com/Qikan/Article/Detail?id=45425163.
[40] Zhang, Chuanqing, Feng, XiaTing, Zhou, Hui, Qiu, Shili, Wu, Wenping. Rockmass damage development following two extremely intense rockbursts in deep tunnels at Jinping II hydropower station, southwestern China. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT[J]. 2013, 72(2): 237-247, http://119.78.100.198/handle/2S6PX9GI/3462.
[41] 邱士利, 张腊春, 肖建清, 冯夏庭. 圆形隧道开挖卸荷效应的动静态解析方法及结果分析. 岩石力学与工程学报[J]. 2013, 32(12): 2471-2480, http://lib.cqvip.com/Qikan/Article/Detail?id=48249077.
[42] 吴文平, 冯夏庭, 张传庆, 邱士利, 李占海. 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[J]. 2012, 31(A01): 2711-2721, http://lib.cqvip.com/Qikan/Article/Detail?id=42840741.
[43] 周辉, 丰光亮, 肖亚勋, 吴世勇, 冯夏庭, 陈炳瑞, 明华军, 邱士利. 深埋隧洞岩爆孕育规律与机制：即时型岩爆. 岩石力学与工程学报[J]. 2012, 31(3): 433-444, http://lib.cqvip.com/Qikan/Article/Detail?id=41359591.
[44] 孙峰, 冯夏庭, 张传庆, 周辉, 邱士利. 基于能量增减法的深埋绿片岩隧洞稳定性评价方法. 岩土力学[J]. 2012, 33(2): 467-475, http://lib.cqvip.com/Qikan/Article/Detail?id=40782377.
[45] Feng, Xiating, Chen, Bingrui, Li, Shaojun, Zhang, Chuanqing, Xiao, Yaxun, Feng, Guangliang, Zhou, Hui, Qiu, Shili, Zhao, Zhouneng, Yu, Yang, Chen, Dongfang, Ming, Huajun. Studies on the evolution process of rockbursts in deep tunnels. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING[J]. 2012, 4(4): 289-295, http://lib.cqvip.com/Qikan/Article/Detail?id=44485236.
[46] Zhang, Chuanqing, Feng, XiaTing, Zhou, Hui, Qiu, Shili, Wu, Wenping. Case Histories of Four Extremely Intense Rockbursts in Deep Tunnels. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2012, 45(3): 275-288, http://119.78.100.198/handle/2S6PX9GI/3344.
[47] 邱士利, 冯夏庭, 张传庆, 杨金保. 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[J]. 2012, 31(8): 1686-1697, http://lib.cqvip.com/Qikan/Article/Detail?id=43064197.
[48] Zhang, Chuanqing, Feng, Xiating, Zhou, Hui, Qiu, Shili, Wu, Wenping. A Top Pilot Tunnel Preconditioning Method for the Prevention of Extremely Intense Rockbursts in Deep Tunnels Excavated by TBMs. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2012, 45(3): 289-309, http://119.78.100.198/handle/2S6PX9GI/3345.
[49] 吴文平, 冯夏庭, 张传庆, 邱士利. 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[J]. 2011, 30(9): 1782-1802, http://lib.cqvip.com/Qikan/Article/Detail?id=39311732.
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（ 1 ） 深埋硬岩隧洞动态设计方法, Dynamic design method for deep tunnels in hard rocks, 科学出版社, 2013-01, 第 4 作者

   

（ 1 ） 深埋硬岩优势结构与卸荷破裂协同时变机制研究, 主持, 国家级, 2016-01--2019-12
（ 2 ） 考虑岩体多尺度破裂演化效应的岩爆震动机制数值分析方法研究, 主持, 国家级, 2014-01--2016-12
（ 3 ） 近场岩爆辐射能模型及支护系统可靠度评价研究, 参与, 国家级, 2015-01--2018-12
（ 4 ） 基于DDM的杂交边界点法及岩体多裂隙演化的快速模拟, 参与, 国家级, 2015-01--2017-12