李龙起 - 成都理工大学 - 环境与土木工程学院

个人简介

工学博士，海外博士后。成都理工大学教授，博士生导师，澳大利亚Newcastle大学副教授。注册环境地质工程师。教育部学位论文评审特聘专家，中国教育发展战略学会特聘专家，四川省海外高层次留学人才，四川省资源厅项目评审专家，四川省环境保护厅项目评审专家，四川科协青年联合会成员。目前担任中国岩石力学工程学会红层分会理事，国际土力学与岩土工程学会（ISSMGE）会员，国际岩石力学与工程学会(ISRM)会员，欧洲地球科学联合会（EGU）会员、澳大利亚ARC国家岩土研究中心Associate fellow等。西南交通大学优秀博士论文获得者。成都理工大学地质灾害防治与地质环境保护国家重点实验室固定研究人员，成都理工大学青年骨干教师，双一流计划资助者，玉成计划入选者，珠峰科研团队核心成员。

研究领域

主要研究领域涉及岩土工程、地质工程、环境工程，主要研究方向为复杂地质环境下地质灾害演化机理及治理工程。近年来研究工作主要聚焦在降雨及地震作用下非均质斜坡失稳机理及监测预警研究、崩塌及泥石流灾害识别、强扰动影响下地下空间利用及灾害管控、特殊地基与基础工程、地质灾害风险评价及防减灾工程、新型支挡锚固工程等。参与了汶川地震、芦山地震、九寨沟地震、新磨村滑坡等多起地质灾害的应急抢险和灾后调研工作。

近期论文

查看导师最新文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

[1] 李龙起，罗书学. 深厚软土区 CMP 桩与 CFG 桩组合桩型复合地基工作特性研究[J]. 铁道建筑，2011,11:90-93 [2] LI Long-qi, LUO Shu-xue. (2012) A simulation test study of vertical bearing capacity of inclined pile foundation in inhomogeneous strata. Rock and Soil Mechanics, 33（5）：1300-1305. [3] LI Longqi, LUO Shuxue, WEI Wenkai, etc. MODEL TESTS OF RAINFALL INFILTRATION EFFECT ON BEDDING ROCK SLOPE WITH WEAK INTERLAYER[J]. Chinese Journal of Rock Mechanics and Engineering, 2013,32(9): 1772-1778. (in Chinese) (EI Compendex) [4] LI Longqi, LUO Shuxue, WANG Yunchao, etc. MODEL TESTS FOR MECHANICAL RESPONSE OF BEDDING ROCK SLOPE UNDER DIFFERENT RAINFALL CONDITIONS[J]. Chinese Journal of Rock Mechanics and Engineering, 2014,33(4): 755-762. (in Chinese) (EI Compendex) [5] LI Longqi*，JU Nengpan*. Effect of the inclined weak interlayers on the rainfall response of a bedded rock slope. Journal of Mountain Science, 2016, 13(9): 1663-1674. (SCI&EI Compendex) [6] LI Longqi*，JU Nengpan*. Fiber Bragg Grating Monitoring and Analysis for Soil Slope Centrifugal Model Test Under Rainfall Conditions. Journal of Mountain Science, 2017. (SCI&EI Compendex) [7] Long-qi Li, Neng-pan Ju, Shuai Zhang & Xiao-xue Deng (2017) Shaking table test to assess seismic response differences between steep bedding and toppling rock slopes. Bulletin of Engineering Geology and the Environment, 78:519–531. (SCI&EI Compendex). https://doi.org/10.1007/s10064-017-1186-1 [8] Yongxing Guo，Jianjun Fu, Longqi Li, Li Xiong. Fiber Bragg Grating Sensor Based Monitoring Strategy for Slope Deformation in Centrifugal Model Test. Sensor Review. (SCI&EI Compendex) https://doi.org/10.1108/SR-10-2017-0218. [9] Haibing Cai, Liuxun Xu, Yugui Yang, and Longqi Li. Analytical solution and numerical simulation of the liquid nitrogen freezing-temperature field of a single pipe. AIP Advances. (SCI&EI Compendex). https://doi.org/10.1063/1.5030442 [10] LI Long-qi, JU Neng-pan. Model test on bedding rock slope under rainfall conditions based on fiber grating technology[J]. Rock and Soil Mechanics, 2016, 37(7):2119-2127.(in Chinese) (EI Compendex) [11] LI Longqi, LUO Shuxue, JIANG Hong, etc. Soil-Water and Shear Strength Characteristics of Unsaturated Red Clay[J]. JOURNAL OF SOUTHWEST JIAOTONG UNIVERSITY, 2014, 49(3): 393-431(in Chinese) (EI Compendex) [12] LI Long-qi, LUO Shu-xue. A simulation test study of vertical bearing capacity of inclined pile foundation in inhomogeneous strata[J]. Rock and Soil Mechanics, 2012, 33(5):1300-1305. (in Chinese) (EI Compendex) [13] Long-Qi LI，Shu-Xue LUO. MODEL TEST ON VERTICAL CAPACITY OF INCLINED PILE groups WITH CENTER PILE IN LAYERED STRATA[C]. The Third International Conference on Transportation Engineering. 2011,7. (EI Compendex) [14] Longqi Li, Shuxue Luo, Wenkai Wei and Changbing Hou. Research of the Influence on the High-speed Railway Bridge’s Pile Foundation by Regional Land Settlement[C]. The 1st International Workshop on High-speed and Intercity Railways. 2011,8. (EI Compendex) [15] Hua Xu，Tianbin Li，Longqi Li . Dynamic response of underground circular Lining tunnel under the Action of P waves[J]. Applied Mechanics and Materials Vols. 99-100. (EI Compendex) [16] LI Long-qi, LUO Shu-xue, CHEN Lin, etc. Study on loading behavior of composite foundation integrated bycement mixing piles and CFG piles[J]. HYDROGEOLOGY ＆ ENGINEERING GEOLOGY, 2012, 39(6): 82-86. (in Chinese) [17] Li Longqi, Luo Shuxue, Xu Zhiyan. COMPARISON STUDY ON THE VERTICAL CAPACITY OF THE VERTICALPILE FOUNDATION AND INCLINED PILE FOUNDATION[J]. Industrial Architecture, 2012, 42(10): 72-77. (in Chinese) [18] Li Longqi, Luo Shuxue. Study on the working characteristics of CMP and CFG pile composite foundation in deep soft soil area [J]. Railway Engineering. 2011,(11):35-41. (in Chinese) [19] Zhang Kuan, Li Longqi. Study on the excavation failure and treatment measures of high slope in limestone area [J]. Railway Engineering, 2012,9:88-90. (in Chinese) [20] 黄磊，罗书学，李龙起，陆钰彬，徐骏. 高土质边坡稳定性主控因素研究[J]. 铁道建筑，2014, 7: 99-102. [21] 张陈羊，巨能攀，李龙起，蒋金阳，邓天鑫。离心场中陡倾顺层岩质边坡振动试验关键技术研究[J]. 长江科学院院报，2017,34（9）：104－109.doi: 10.11988 /ckyyb.20160537. [22] 邓天鑫，巨能攀，李龙起，蒋彦彬，卢向涛. 陡倾顺层岩质斜坡动力倾倒变形机理研究[J]. 水利水电技术, 2017, 48(12): 146-152. [23] 邓天鑫, 巨能攀*, 李龙起, 蒋彦彬, 张陈羊. 陡倾外软硬互层斜坡动力失稳机理研究[J]. 科学技术与工程， 2016，16（36）：133-138. [24] JU Neng-pan, DENG Tian-xin, LI Long-qi, JIANG Jin-yang, ZHANG Chen-yang. (2019). Centrifugal shaking table test on toppling deformation mechanism of steep bedding slope under strong earthquake. Rock and Soil Mechanics, 40（1）:90-117. [25] 蒋彦彬，李龙起*，巨能攀，杨豪. 川西地区典型非饱和红黏土的土水特性[J].科学技术与工程，2017,17(36):217-222. [26] 张帅，李龙起*，邓小雪，田美，张悦. 基于离散元技术的陡倾顺层岩质斜坡动力响应FFT特征研究[J]. 铁道建筑，2018.8. [27] 李龙起，张帅，蒋彦彬，田美，张悦，杨洛，杨显帅. 降雨诱发中倾顺层软硬互层边坡失稳模拟试验研究----以叙大铁路古蔺站场边坡为例[J]. 岩土力学，2019,43. EI源刊收录。 [28] 杨何, 汤明高, 朱永国, 何健保, 李龙起. 高烈度区水库堆积层滑坡地震动力响应及稳定性分析[J]. 水电能源科学，2016, 34（8）：147-151. [29] 邓小雪，李龙起*，张帅. 竖向荷载作用下群桩的变形及荷载分布研究[J]. 铁道建筑，2018.12. [30] 巨能攀，李龙起，黄润秋. 陡倾顺层斜坡动力失稳机理分析[J]. 工程科学与技术(原四川大学学报工学版)，2018,50（3）:1–10. （EI源刊收录） [31] Long-qi Li, Neng-pan Ju, Shuai Zhang, Xiao-xue Deng & Daichao Sheng. (2019) Seismic wave propagation characteristic and its effects on the failure of steep jointed anti-dip rock slope. Landslides, 16: 105–123. https://doi.org/10.1007/s10346-018-1071-4 (SCI&EI Compendex) [32] Longqi Li, Nengpan Ju, Chuan He, Changlin Li & Daichao Sheng. (2020) A computationally efficient system for assessing near-real-time instability of regional unsaturated soil slopes under rainfall. Landslides 17, 893–911. https://doi.org/10.1007/s10346-019-01307-3 (SCI&EI Compendex) [33] Longqi Li, Changlin Li, and Chuan He. (2019) Analysis of Mechanical Response for a Reinforced Bedded Rock Slope under Rainfall. Advances in Civil Engineering. Article ID 9864230, 9 pages. https://doi.org/10.1155/2019/9864230 [34] 李龙起，何川，王滔，赵瑞志，巨能攀. 陡倾软硬互层顺向坡强震裂隙发育特征及边际谱熵值响应规律[J]. 岩土力学，2020,41（10）：1-9 (EI Compendex) [35] 李龙起，邓小雪，张帅，何川，李昌林. 非均匀地基中倾斜群桩竖向承载特性及群桩效应研究[J]. 工程科学与技术（原四川大学学报），2020,52（4）：1-11. (EI Compendex) [36] 李龙起，何川，赵皓璆，王梦云，巨能攀. 陡倾互层斜坡动力损伤能量特征识别方法研究[J]. 岩石力学与岩土工程学报，2021,21（10）：1-11. (EI Compendex) [37] 李龙起，赵皓璆. 组合荷载作用下倾斜桩基横向承载特性[J]. 工程科学与技术（原四川大学学报），2022,54(6): 124-134.