个人简历

荣誉称号
2013年,“第十二届四川省青年科技奖”;
2013年,“入选国土资源高层次创新型科技人才培养工程-杰出青年科技人才培养计划:巨能攀”;
2008年,“国土资源部抗震救灾地质灾害应急排查先进个人:巨能攀”;
工作经历
1997.07-1998.10，成都理工大学，助教
2002.12-2006.10，成都理工大学，讲师
2006.10-2010.09，成都理工大学，副教授
2010.10-至今，成都理工大学，教授
教育经历
1993.09-1997.09，成都理工学院，水文地质与工程地质，本科
1998.09-2001.07，成都理工大学，地质工程，硕士研究生
2001.09-2005.07，成都理工大学，地质工程，博士研究生

近期论文

[1].李萌;巨能攀;邓天鑫;蒋彦彬;赖若帆.强震作用下中倾外层状岩质边坡动力失稳机理研究,水利水电技术,2018,49(5):117-122(CSCD收录;)
[2].黄海峰;巨能攀;蓝康文;李萌;孔伟;郭露遥.岩石统计损伤软化模型及其参数反演,长江科学院院报,2018,35(6):102-106(CSCD收录;)
[3].黄海峰;巨能攀;李路;肖金武;李萌;白洁;卢向涛.基于改进Harris函数的岩石统计损伤软化模型,工程地质学报,2018,26(2):520-527(CSCD收录;)
[4].王庆武;巨能攀;杜玲丽;黄健;胡勇.拉林铁路桑日至加查段三维地应力场反演分析,岩土力学,2018,39(4):1450-1462(EI收录;CSCD收录;)
[5].Feng,Xingguo;Shi,Ruilong;Zhang,Leyuan;Xu,Yiwen;Zhang,Xiangying;Zhang,Jing;Ding,Yunan;Chen,Da;Ju,Nengpan;Zhang,Xibing.DegradationofPassiveFilmonLow-NickelStainlessSteelinGroundwaterwithDifferentConcentrationofChlorideIons,INTERNATIONALJOURNALOFELECTROCHEMICALSCIENCE,2018,13(3):2745-2757(SCI收录;)
[6].He,Chaoyang;Ju,Nengpan;Xu,Qiang;Li,Yanrong;Zhao,Jianjun.DesigninganAndroid-BasedApplicationforGeohazardReductionUsingCitizen-BasedCrowdsourcingData,MOBILEINFORMATIONSYSTEMS,2018,():-(SCIE收录;EI收录;)
[7].Li,Long-qi(1,2);Ju,Neng-pan(1);Zhang,Shuai(1);Deng,Xiao-xue(1);Sheng,Dai-chao(2).Seismicwavepropagationcharacteristicanditseffectsonthefailureofsteepjointedanti-diprockslope,Landslides,2018,-(-):-(EI收录;SCI收录;)
[8].巨能攀;李龙起;黄润秋.陡倾顺层斜坡动力失稳机理分析,工程科学与技术,2018,50(3):54-63(EI收录;CSCD收录;)
[9].Li,Long-qi;Ju,Neng-pan;Guo,Yong-xing.EffectivenessofFiberBraggGratingmonitoringinthecentrifugalmodeltestofsoilslopeunderrainfallconditions,JOURNALOFMOUNTAINSCIENCE,2017,14(5):936-947(SCI收录;)
[10].TangLiang;CongShengyi;LingXianzhang;JuNengpan.Theboundaryconditionsforsimulationsofashake-tableexperimentontheseismicresponseof3Dslope,EARTHQUAKEENGINEERINGANDENGINEERINGVIBRATION,2017,16(1):23-32(SCI收录;EI收录;)
[11].赵建军;解明礼;李涛;谭盛宇;巨能攀;步凡.饱水条件下千枚岩软化效应试验分析,工程地质学报,2017,25(6):1449-1454(CSCD收录;)
[12].黄海峰;巨能攀;黄敏;张成强;朱俊霖.软岩非线性蠕变损伤模型及其试验研究,水文地质工程地质,2017,44(3):49-(CSCD收录;)
[13].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,水利水电技术,2017,48(12):146-152(CSCD收录;)
[14].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,长江科学院院报,2017,34(9):104-109(CSCD收录;)
[15].翟俊莅;巨能攀;赵建军.高密度电法在倾倒变形分级中的应用研究,工程地质学报,2017,25(3):873-878(CSCD收录;)
[16].Li,Guo(1);Fang,Rui(1);Li,YaJun(1);Ju,Nengpan(2).Dynamicresponsecharacteristicsoflayerstructureslopebasedontransferfunctionanalysis,ElectronicJournalofGeotechnicalEngineering,2016,21(12):4435-4452(EI收录;)
[17].LiLong-qi;JuNeng-pan.Effectoftheinclinedweakinterlayersontherainfallresponseofabeddedrockslope,JOURNALOFMOUNTAINSCIENCE,2016,13(9):1663-1674(SCI收录;)
[18].Da,Zheng;LiuFang-zhou;JuNeng-pan;David,FrostJ.;HuangRun-qiu.Cyclicloadtestingofpre-stressedrockanchorsforslopestabilization,JOURNALOFMOUNTAINSCIENCE,2016,13(1):126-136(SCI收录;)
[19].TangLiang;ZhangXiaoyu;LingXianzhang;LiHui;JuNengpan.Experimentalandnumericalinvestigationonthedynamicresponseofpilegroupinliquefyingground,EARTHQUAKEENGINEERINGANDENGINEERINGVIBRATION,2016,15(1):103-114(SCI收录;EI收录;)
[20].史文兵;黄润秋;赵建军;巨能攀;向喜琼.山区平缓采动斜坡裂缝成因机制研究,工程地质学报,2016,24(5):768-774(CSCD收录;)
[21].王珏;巨能攀;黄健;何朝阳;范强.基于智能手机的岩质边坡快速分析方法,地质科技情报,2016,35(1):172-176(CSCD收录;)
[22].王庆武;巨能攀;杜玲丽;黄健;胡勇.深埋长大隧道岩爆预测与工程防治研究,水文地质工程地质,2016,43(6):88-(CSCD收录;)
[23].李龙起;巨能攀.光栅测试技术在顺层边坡降雨模型试验中的应用研究,岩土力学,2016,37(7):2119-2127(CSCD收录;EI收录;)
[24].Huang,J.;Ju,N.P.;Liao,Y.J.;Liu,D.D..Determinationofrainfallthresholdsforshallowlandslidesbyaprobabilisticandempiricalmethod,NATURALHAZARDSANDEARTHSYSTEMSCIENCES,2015,15(12):2715-2723(SCI收录;)
[25].JuNeng-pan;HuangJian;HuangRun-qiu;HeChao-yang;LiYan-rong.AReal-timemonitoringandearlywarningsystemforlandslidesinSouthwestChina,JOURNALOFMOUNTAINSCIENCE,2015,12(5):1219-1228(SCI收录;)
[26].HuangJian;HuangRunqiu;JuNengpan;XuQiang;HeChaoyang.3DWebGIS-basedplatformfordebrisflowearlywarning:Acasestudy,ENGINEERINGGEOLOGY,2015,197(-):57-66(SCI收录;EI收录;)
[27].Su,Lei;Tang,Liang;Ling,Xian-zhang;Ju,Neng-pan;Gao,Xia.Responsesofreinforcedconcretepilegroupintwo-layeredliquefiedsoils:shake-tableinvestigations,JOURNALOFZHEJIANGUNIVERSITY-SCIENCEA,2015,16(2):93-104(SCI收录;EI收录;)
[28].黄健;巨能攀;何朝阳;肖洋.基于新一代信息技术的地质灾害监测预警系统建设,工程地质学报,2015,23(1):140-147(CSCD收录;)
[29].JuNengpan;HuangJian;HuangRunqiu;HeChaoyang;LiYanrong.AReal-timeMonitoringandEarlyWarningSystemforLandslidesinSouthwestChina,山地科学学报,2015,12(5):1219-1228(CSCD收录;)
[30].范强;巨能攀;向喜琼;黄健.证据权法在滑坡易发性分区中的应用以贵州桐梓河流域为例,灾害学,2015,30(1):124-129(CSCD收录;)
[31].刘海军;赵建军;巨能攀.考虑地震作用方向的危岩稳定性研究,水文地质工程地质,2015,42(2):59-63(CSCD收录;)
[32].冯志仁;唐亮;凌贤长;丛晟亦;巨能攀;黄润秋.堤坝边坡地震反应数值模拟平台与计算方法,世界地震工程,2015,31(4):128-134(CSCD收录;)
[33].赵建军;贺宇航;黄润秋;巨能攀.基于因子分析法的边坡稳定性评价指标权重,西南交通大学学报,2015,50(2):325-330(CSCD收录;EI收录;)
[34].郑达;梁力丹;巨能攀.低周往复荷载作用下预应力锚索震害特征研究,岩石力学与工程学报,2015,34(7):1353-1360(CSCD收录;EI收录;)
[35].Zhao,Weihua;Huang,Runqiu;Ju,Nengpan;Zhao,Jianjun.Assessmentmodelforearthquake-triggeredlandslidesbasedonquantificationtheoryI:casestudyofJushuiRiverbasininSichuan,China,NATURALHAZARDS,2014,70(1):821-838(SCI收录;)
[36].何朝阳;巨能攀;黄健.地质灾害监测数据集成系统设计及实现,工程地质学报,2014,22(3):405-411(CSCD收录;)
[37].郑光;许强;林峰;巨能攀;邓茂林;汪新芳.2012年6·29贵州岑巩龙家坡滑坡灾害的基本特征与成因机理一个由侧向剪切扰动诱发大型滑坡的典型案例,吉林大学学报.地球科学版,2014,44(3):932-945(CSCD收录;)
[38].李侃;巨能攀.基于蒙特卡洛方法的边坡可靠性评价,中国地质灾害与防治学报,2014,25(1):23-27(CSCD收录;)
[39].游昆骏;巨能攀;赵建军;潘国林.皖南山区阳台古滑坡稳定性数值模拟研究,水文地质工程地质,2014,41(3):111-114(CSCD收录;)
[40].范强;巨能攀;向喜琼;黄健.证据权法在区域滑坡危险性评价中的应用以贵州省为例,工程地质学报,2014,22(3):474-481(CSCD收录;)
[41].梁力丹;郑达;巨能攀;李俊杰.基于灰色关联与模糊数学的重力式挡土墙震害评估,工程地质学报,2014,22(6):1234-1240(CSCD收录;)
[42].肖燃;郑达;巨能攀.崩塌诱发其下部滑坡变形过程的分析研究,工程地质学报,2014,22(3):412-420(CSCD收录;)
[43].Liu,Dongkun(1);Ju,Nengpan(1);Huo,Yuxiang(1).AnalysisofthespectrumdifferenceofGroundPenetratingRadar(GPR)fordifferentmediafillings,ModernTunnellingTechnology,2013,50(5):23-28(EI收录;)
[44].Huang,Runqiu;Huang,Jian;Ju,Nengpan;He,Chaoyang;Li,Weile.WebGIS-basedinformationmanagementsystemforlandslidestriggeredbyWenchuanearthquake,NATURALHAZARDS,2013,65(3):1507-1517(SCI收录;)
[45].Huang,Runqiu;Zhao,Jianjun;Ju,Nengpan;Li,Guo;Lee,MinLee;Li,Yanrong.Analysisofananti-diplandslidetriggeredbythe2008WenchuanearthquakeinChina,NATURALHAZARDS,2013,68(2):1021-1039(SCI收录;)