李龙起 主编

学术贡献

• 1、[1] Longqi Li, Zhong Xu, Hanming Qiu, Kang Xie. (2025) Failure mechanism and kinetic feature of a high‑locality landslide at Qingliu Village,Li County, China, 2020. Landslides, 31(1):1-16. （SCI 中科院二区）
• 2、[2] Longqi Li. (2024) Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study. Bull Eng Geol Environ 83, 353. https://doi.org/10.1007/s10064-024-03853-0 （SCI 中科院二区）
• 3、[3] Tianzhu Hang, Qi Wu, Zifan Wang, Ke Cheng, Longqi Li, Guoxing Chen. (2024) A new procedure for characterizing the critical intergranular contact state of non-plastic sand – fines mixed materials. Case Studies in Construction Materials 20, e02881. （SCI 中科院二区）
• 4、[4] Longqi Li, Mengyun Wan (2024) Data-Driven Combination-Interval Prediction for Landslide Displacement Based on Copula and VMDWOA-KELM Method. Journal of Earth Science. （SCI 中科院二区）
• 5、[5] Longqi Li, Nengpan Ju, Daichao Sheng. (2023) Seismic performance and failure mechanism of interbedded slopes with steep rock layers. Engineering Geology, 326(5): 107312. （SCI 中科院一区）
• 6、[6] 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 中科院二区)
• 7、[7] 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 中科院二区) （被 Nature 子刊报道）
• 8、[8] 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 (SCI 中科院三区)
• 9、[9] 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 中科院二区).https://doi.org/10.1007/s10064-017-1186-1
• 10、[10] 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)
• 11、[11] 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)
• 12、[12] 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.
• 13、[13] 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
• 14、[14] Jun-chao Cai, Neng-pan Ju, Runqiu Huang, Weihua Zhao, Longqi Li, Jian Huang.Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China. Journal of Mountain Science, 16(4), 924-934. doi: 10.1007/s11629-018-5096-x
• 15、[15] 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
• 16、[16] 李龙起，罗书学. 非均匀地基中倾斜桩基竖向承载特性模拟试验研究[J]. 岩土力学，2012,33（5）：1300-1305. (EI)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.
• 17、[17] 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)
• 18、[18] 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)
• 19、[19] 巨能攀，邓天鑫，李龙起，蒋金阳，张陈羊。强震作用下陡倾顺层斜坡倾倒变形 机制离心振动台试验[J]. 岩土力学，2019LI 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)
• 20、[20] 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)
• 21、[21] 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)
• 22、[22] 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)
• 23、[23] 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)
• 24、[24] 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)
• 25、[25] 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)
• 26、[26] 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)
• 27、[27] 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)
• 28、[28] 张宽, 李龙起. 灰岩分布地区高边坡开挖破坏及治理措施研究[J]. 铁道建筑, 2012.9: 88-90. DOI:10.3969 /j.issn.1003-1995.2012.09-26 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)
• 29、[29] 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.
• 30、[30] 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.
• 31、[31] 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.
• 32、[32] 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.
• 33、[33] 巨能攀，邓天鑫，李龙起*, 蒋金阳，张陈羊.强震作用下陡倾顺层斜坡倾倒变形机理离心振动台试验研究[J]. 岩土力学，2019,40（1）:90-117. EI 源 刊 收录。DOI：10.16285/j.rsm.2017.1274.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.
• 34、[34] 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.
• 35、[35] 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.
• 36、[36] 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。
• 37、[37] 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.
• 38、[38] 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.
• 39、[39] 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）
• 40、[40] 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)
• 41、[41] 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].岩石力学与工程学报，2020.12， 39（S2）：3306-3315.
• 42、[42] 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)
• 43、[43] 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)
• 44、[44] 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.
• 45、[45] 李龙起，赵皓璆. 竖直荷载作用下倾斜群桩受力及桩身变形性状研究[J]. 重庆交通大学学报（自然科学版）, 2022, 41(3): 72-78.
• 46、[46] 李龙起，赵玉印，李学友. 岩溶地基加固前后超长桩基承载效果研究[J]. 三峡大学学报(自然科学版),2023,45(3):62-67.
• 47、[47] 姚忠劭，李龙起，胡忠良，徐雷，黄杨，何川．动力荷载下软硬互层岩体力学特征研究[J]. 2023.
• 48、[48] 李龙起，王楠宇，王安迪，刘强，石本朋. 红砂岩风化土抗剪强度参数试验研究[J]. 铁道建筑，2021，61（8）：102-105.
• 49、[49] 李龙起，王滔，赵瑞志，赵皓璆，王梦云. 基于颗粒流的土质边坡失稳机理[J]. 科学技术与工程. 2021,21(16): 6619-6625.
• 50、[50] 李龙起, 王梦云, 赵皓璆, 王滔, 赵瑞志. 基于 CEEMDAN-BA-SVR-Adaboost 模型的白水河滑坡位移预测[J]. 长江科学院院报. 2021,38(06): 52-59+66.
• 51、[51] 李龙起, 赵瑞志, 王滔, 张帅, 何川. 软硬互层边坡降雨失稳过程力学响应研究[J]. 三峡大学学报(自然科学版). 2021,43(03): 37-41.
• 52、[52] 李龙起, 刘强, 石本朋, 王安迪, 王楠宇. 基于离散元的公路边坡变形破坏过程分析[J]. 三峡大学学报(自然科学版). 2021,43(02): 42-46+52.