博士生导师
硕士生导师
个人信息Personal Information
教师英文名称：Luo
学历：博士研究生毕业
学位：工学博士学位
办公地点：地球科学与环境工程学院4号教学楼X4517b
毕业院校：西南交通大学
学科：地质资源与地质工程
所在单位：地球科学与工程学院
报考该导师研究生的方式
欢迎你报考罗刚老师的研究生，报考有以下方式：
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3、参加全国硕士研究生统一招生考试报考罗刚老师招收的专业和方向，进入复试后提交导师意向时选择罗刚老师。
4、如果你有兴趣攻读罗刚老师博士研究生，可以通过申请考核或者统一招考等方式报考该导师博士研究生。
[1]Gang Luo,Xinan Chen,Qian Zhang,Kun He,Maolin Wu,Weigang Shen,Bo Liu.Failure mechanism and sedimentary characteristics of a catastrophic rockslide avalanche induced by the 2008 Wenchuan earthquake[J]. Landslides, 2022: 1-14.
[2]Gang Luo, Yongjie Zhao, Weigang Shen, Maolin Wu. Dynamics of bouldery debris flow impacting onto rigid barrier by a coupled SPH-DEM-FEM method[J]. Computers and Geotechnics, 2022, 150: 104936.
[3]Gang Luo, Yongjie Zhao, Weigang Shen, Maolin Wu. An analytical method for the impact force of a cubic rock boulder colliding onto a rigid barrier. Natural Hazards, 2022. DOI 10.1007/s11069-021-05196-5.
[4]Chuanjie Xi, Mei Han, Xiewen Hu, Bo Liu, Kun He, Gang Luo et al. Effectiveness of Newmark-based sampling strategy for coseismic landslide susceptibility mapping using deep learning, support vector machine, and logistic regression. Bulletin of Engineering Geology and the Environment，2022, 81, 174. https://doi.org/10.1007/s10064-022-02664-5.
[5]Weigang Shen, Gang Luo, Xiaoyan Zhao. On the impact of dry granular flow against a rigid barrier with basal clearance via discrete element method. Landslides, 2022. DOI 10.1007/s10346-021-01805-3.
[6]Bo Liu, Xiewen Hu, Kun He, Gen Li, Xin Liu, Gang Luo. Preliminary analyses of the Tiejiangwan landslide occurred on April 5, 2021 in Hongya County, Sichuan Province, China. Landslides, 2022. DOI 10.1007/s10346-021-01763-w.
[7]He, K., Liu, B., Hu, X., Zhou, R., Xi, C., Ma, G., ... & Luo, G. Rapid Characterization of Landslide-Debris Flow Chains of Geologic Hazards Using Multi-method Investigation: Case Study of the Tiejiangwan LDC[J]. Rock Mechanics and Rock Engineering, 2022: 1-26.
[8]罗刚, 程谦恭, 沈位刚，等. 高位高能岩崩研究现状与发展趋势. 地球科学, 2022, 47(3):1-21.
[9]余朝阳,杨彦海,孙大奇,罗刚,谢伟.基于离散元法的铁路沿线非饱和边坡流动与冲击分析[J].铁道建筑,2022,62(02):152-157.
[10]袁彬, 徐凡献, 廖欢, 罗刚*. 结构面空间组合关系对隧道围岩稳定性影响研究. 现代隧道技术, 2021, 58(3):107-114.
[11]吴建利,胡卸文,梅雪峰,许泽鹏,罗刚,韩玫.落石冲击混凝土板与缓冲层组合结构的动力响应[J].水文地质工程地质,2021,48(01):78-87.DOI:10.16030/j.cnki.issn.1000-3665.202004029.
[12]张传智,侯羿腾,张辉傲,罗刚,袁彬,徐凡献.全断面法和微台阶法对大断面隧道Ⅲ级围岩适用性研究[J].四川建筑,2021,41(06):154-158.
[13]杨远翔,刘娟,董安丽,罗刚,陆荣林.成都市南光厂基坑边坡支护设计与监测[J].四川建筑,2021,41(01):129-135.
[14]Shi‑lin Zhang, Yue‑ping Yin, Xie‑wen Hu, Wen‑pei Wang, Zong‑liang Li, Xin‑ming Wu, Gang Luo. Geo‑structures and deformation‑failure characteristics of rockslide areas near the Baige landslide scar in the Jinsha River tectonic suture zone. Landslides, 2021, 18:3577–3597.
[15]罗刚, 张辉傲, 马国涛, 等. 高速岩质滑坡滑面滑动摩擦特性研究——以王山抓口寺滑坡为例. 岩土力学, 2020, 41(07):2441-2452.
[16]王毅东,袁彬,罗刚.郑万高铁向家湾隧道地应力分布特征研究[J].交通科技,2020(03):89-94.
[17]钟雨田,徐凡献,马留闯,袁彬,廖欢,罗刚.岩石点荷载试验在隧道动态围岩分级中的应用——以郑万高铁向家湾隧道为例[J].科学技术与工程,2020,20(24):10052-10059.
[18]Gang Luo, Yutian Zhong, Yuanxiang Yang. Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping Ⅰ Hydropower Station. Advances in Civil Engineering, 2020, 8820315.
[19]Zhiming Chao, Guotao Ma, Xiewen Hu, Gang Luo. Research on anisotropic permeability and porosity of columnar jointed rock masses during cyclic loading and unloading based on physical model experiments. Bulletin of Engineering Geology and the Environment, 2020. 79: 5433–5454.
[20]Zhiming Chao, Guotao Ma, Xiewen Hu, Gang Luo. Experimental research on stress-dependent permeability and porosity of compact sandstone with different moisture saturations[J]. Journal of Natural Gas Science and Engineering, 2020, 84: 103639.
[21]袁彬, 徐凡献, 罗刚*. 控制型结构面几何参数对隧道围岩稳定性的控制效应—以郑万高铁向家湾隧道为例. 长江科学院院报, 2020,37(04):115-121.
[22]王毅东, 袁彬, 罗刚*. 郑万高铁向家湾隧道地应力分布特征研究. 交通科技, 2020, (03):89-94.
[23]Gang Luo, Hu Xiewen, Du Yingjin, et al. A collision fragmentation model for predicting the distal reach of brittle fragmentable rock initiated from a cliff. Bulletin of Engineering Geology and the Environment, 2019, 78(1):579-592.
[24]Kun He, Guotao Ma, Xiewen Hu, Gang Luo, et al. Characteristics and mechanisms of coupled road and rainfall-induced landslide in Sichuan China. Geomatics, Natural Hazards and Risk, 2019, 10(1):2313-2329.
[25]梅雪峰, 胡卸文, 罗刚, 等. 基于弹塑性理论的落石碰撞恢复系数和峰值冲击力研究. 振动与冲击, 2019, 38(08):14-20.
[26]胡卸文, 梅雪峰, 杨瀛, 罗刚. 落石冲击荷载作用下的桩板拦石墙结构动力响应. 工程地质学报, 2019, 27(01):123-133.
[27]罗刚, 梅雪峰, 师陆冰, 等. 石灰岩高速滚动摩擦特性. 岩土力学, 2018, 39(2):474-482.
[28]付建康, 罗刚*, 胡卸文. 滑坡堰塞坝越顶溢流破坏的物理模型实验研究. 吉林大学学报(地球科学版), 2018,48(1):203-212.
[29]马显春, 罗刚*, 邓建辉，等. 陡倾滑面堆积层滑坡抗滑桩锚固深度研究. 岩土力学, 2018, 39(S2):157-167.
[30]郭亮,胡卸文,李晓昭,巫锡勇,吴礼舟,李煜,罗刚,马洪生.花岗岩断裂带原状裂隙岩水力特性试验研究[J].岩土力学,2018,39(11):3937-3948.DOI:10.16285/j.rsm.2017.0356.
[31]Guotao Ma, Xiewen Hu, Yueping Yin, Gang Luo. Failure mechanisms and development of catastrophic rockslides triggered by precipitation and open-pit mining in Emei, Sichuan, China. Landslides, 2018, 15(7):1401–1414.
[32] 罗刚,梅雪峰,师陆冰,胡卸文,金涛,王文健,马洪生.石灰岩高速滚动摩擦特性试验研究,岩土力学,2018,39(3)：474-482.
[33]Gang Luo, Xiewen Hu, E.T. Bowman, et al. Stability evaluation and prediction of the Dongla reactivated ancient landslide as well as emergency mitigation for the Dongla Bridge. Landslides, 2017, 14(4): 1403-1418.
[34]罗刚, 胡卸文, 付建康, 等. 高速岩质滑坡碰撞碎裂机理物理实验研究. 工程地质学报, 2017, 35(6):1527-1536.
[35]梁敬轩,胡卸文,叶正晖,罗刚,刁仁辉,马洪生.大型堆积体边坡基-覆界面及坡面动态响应特性试验研究[J].岩土力学,2017,38(08):2249-2260.DOI:10.16285/j.rsm.2017.08.013.
[36]胡卸文,刁仁辉,梁敬轩,罗刚,魏来.基于CFX的江口沟泥石流危险区范围预测模拟[J].岩土力学,2016,37(06):1689-1696.DOI:10.16285/j.rsm.2016.06.020.
[37]陆荣林,魏来,罗刚,吴京涛,成昊坤.滑坡稳定性评价中传递系数法的适用范围研究[J].路基工程,2016(04):17-22.DOI:10.13379/j.issn.1003-8825.2016.04.04.
[38]罗刚,胡卸文,严利斌,马傲.面向高速铁路卓越工程师的“铁路工程地质学”课程教学模式改革探索[J].中国地质教育,2015,24(03):64-67.DOI:10.16244/j.cnki.1006-9372.2015.03.039.
[39]吕俊磊,胡卸文,顾成壮,罗刚,梁敬轩.四川省南江县下两中学滑坡成因机制分析与稳定性评价[J].中国地质灾害与防治学报,2015,26(04):12-17.DOI:10.16031/j.cnki.issn.1003-8035.2015.04.03.
[40] X.W. Hu*, G. Luo, J. L. Lv, Y.Y. Hu, J.X. Liang & L. Fang. Seepage stability and dam-breaking mode of Tangjiashan barrier dam induced by the Wenchuan earthquake, Proceedings of IAEG XII Congress on Engineering Geology for Society and Territory, Torino, Italy,2014.09.15-19.
[41]罗刚,胡卸文,顾成壮.强震作用下顺层岩质斜坡动力失稳机制及启动速度研究[J].岩土力学,2013,34(02):483-490.DOI:10.16285/j.rsm.2013.02.023.
[42]牛彦博,胡卸文,罗刚,顾成壮.汉源二蛮山高速滑坡启程阶段孔隙水压力效应分析[J].工程地质学报,2013,21(01):69-75.
[43] 顾成壮，胡卸文，张茂淳，罗刚. 强降雨下平滑型滑坡坡体水流运动及其边坡稳定效应. 岩土力学，2013,34(4):1075-1081. (EI检索)
[44]顾成壮,杨鸿发,胡卸文,曾锦秀,罗刚.模糊综合评判法分析地震滑坡启程能量转换[J].岩土力学,2012,33(S1):297-302.DOI:10.16285/j.rsm.2012.s1.009.
[45]顾成壮,胡卸文,罗刚,牛彦博,胡恒洋.地震滑坡启程动力学机理[J].西南交通大学学报,2012,47(04):567-572.
[46]曾锦秀,胡卸文,罗刚,顾成壮,张耀.高填方填筑层数对填筑体沉降影响的数值模拟[J].山地学报,2012,30(04):491-496.DOI:10.16089/j.cnki.1008-2786.2012.04.007.
[47]田洪宁,牛彦博,罗刚.滑坡稳定性分析中Geo-studio软件的应用[J].科技创新导报,2012(16):32-33.DOI:10.16660/j.cnki.1674-098x.2012.16.009.