近几年发表学术论文（部分）

（1）Chen,W., Peng, J., Hong, H., Shahabi, H., Pradhan, B., Liu, J., . . .Duan, Z. (2018). Landslide susceptibility modelling using GIS-basedmachine learning techniques for Chongren County, Jiangxi Province,China. Science of the Total Environment, 626, 1121-1135..2018.01.124

（2）Huang,Q., Jia, X., Peng, J., Liu, Y., & Wang, T. (2019). Seismicresponse of loess-mudstone slope with bedding fault zone. SoilDynamics and Earthquake Engineering, 123, 371-380.

（3）Huo,A., Peng, J., Chen, X., Deng, L., Wang, G., & Cheng, Y.(2016). Groundwater storage and depletion trends in the Loess areasof China. Environmental Earth Sciences, 75(16).

（4）Leng,Y., Peng, J., Wang, Q., Meng, Z., & Huang, W. (2018). Afluidized landslide occurred in the Loess Plateau: A study on loesslandslide in South Jingyang tableland. Engineering Geology, 236,129-136.

（5）Lian,B., Peng, J., Zhan, H., & Wang, X. (2019). Mechanicalresponse of root-reinforced loess with various water contents. Soil &Tillage Research, 193, 85-94.

（6）Liu,N., Lu, Q., Li, J., Peng, J., Fan, W., & Liu, W. (2019).Physical Modeling and Numerical Simulation of the Seismic Responsesof Metro Tunnel near Active Ground Fissures. Complexity, 2019.

（7）Lu,Q., Li, L., Peng, J., Chen, S., Hu, P., & Wu, H. (2015). Acombined element model with hinged connection for simulatinginhomogeneous axial deformation of subgrade soil in ground fissurezone. China Railway Science, 36(1), 11-17.

（8）Lu,Q., Qiao, J., Peng, J., Liu, Z., Liu, C., Tian, L., & Zhao,J. (2019). A typical Earth fissure resulting from loess collapse onthe loess plateau in the Weihe Basin, China. Engineering Geology,259.

（9）Lu,Q.-z., Chen, S.-f., Peng, J.-b., Meng, Z.-j., & Hu, P.(2015). Stress-strain Features and Deformation Failure Mechanisms ofFissured Loess Under Triaxial Compression. China Journal of Highwayand Transport, 28(1), 8-16.

（10）Lu,Q.-z., Wu, H.-l., Peng, J.-b., Hu, P., & Liu, Y. (2015).Compression characteristic and control measure of subgrade soil inground fissure zone. China Journal of Highway and Transport, 28(7),10-17.

（11）Ma,P., Peng, J., Wang, Q., Duan, Z., Meng, Z., & Jianqi, Z.(2019). Loess landslides on the South Jingyang Platform in Xi'an,China. Quarterly Journal of Engineering Geology and Hydrogeology,52(4), 547-556.

（12）Ma,P., Peng, J., Wang, Q., Zhuang, J., & Zhang, F. (2019). Themechanisms of a loess landslide triggered by diversion-basedirrigation: a case study of the South Jingyang Platform, China.Bulletin of Engineering Geology and the Environment, 78(7),4945-4963.

（13）Peng,J., Fan, Z., Liu, C., Huang, Q., Liu, J., Ren, H., . . . Meng, Z.(2019). EXPERIMENTAL ANALYSIS OF A HIGH-SPEED-RAILWAY EMBANKMENTINTERSECTING STEEP GROUND FISSURES AT DIFFERENT ANGLES. ActaGeotechnica Slovenica, 16(1), 13-29.

（14）Peng,J., Fan, Z., Wu, D., Huang, Q., Wang, Q., Zhuang, J., & Che, W.(2019). Landslides triggered by excavation in the loess plateau ofChina: A case study of Middle Pleistocene loess slopes. Journal ofAsian Earth Sciences, 171, 246-258.

（15）Peng,J., Fan, Z., Wu, D., Zhuang, J., Dai, F., Chen, W., & Zhao, C.(2015). Heavy rainfall triggered loess-mudstone landslide andsubsequent debris flow in Tianshui, China. Engineering Geology, 186,79-90.

（16）Peng,J., He, K., Tong, X., Huang, Q., & Liu, C. (2017). FailureMechanism of an Underground Metro Tunnel Intersecting Steep GroundFissure at Low Angle. International Journal of Geomechanics, 17(5).

（17）Peng,J., Huo, A., Cheng, Y., Dang, J., Wei, H., Wang, X., & Li, C.(2017). Submersion simulation in a typical debris flow watershed ofJianzhuangchuan catchment, Loess Plateau. Environmental EarthSciences, 76(13).

（18）Peng,J., Leng, Y., Zhu, X., Wu, D., & Tong, X. (2016). Development ofa loess-mudstone landslide in a fault fracture zone. EnvironmentalEarth Sciences, 75(8).

（19）Peng,J., Ma, P., Wang, Q., Zhu, X., Zhang, F., Tong, X., & Huang, W.(2018). Interaction between landsliding materials and the underlyingerodible bed in a loess flowslide. Engineering Geology, 234, 38-49.

（20）Peng,J., Meng, L., Lu, Q., Deng, Y., & Meng, Z. (2018). Developmentcharacteristics and mechanisms of the Taigu-Qixian earth fissuregroup in the Taiyuan basin, China. Environmental Earth Sciences,77(11).

（21）Peng,J., Qi, S., Williams, A., & Dijkstra, T. A. (2018). Preface tothe special issue on Loess engineering properties and loessgeohazards. Engineering Geology, 236, 1-3.

（22）Peng,J., Qiao, J., Leng, Y., Wang, F., & Xue, S. (2016). Distributionand mechanism of the ground fissures in Wei River Basin, the originof the Silk Road. Environmental Earth Sciences, 75(8).

（23）Peng,J., Qu, W., Ren, J., Zhang, Q., & Wang, F. (2018). GeologicalFactors for the Formation of Xi'an Ground Fractures. Journal of EarthScience, 29(2), 468-478.

（24）Peng,J., Sun, P., Igwe, O., & Li, X. a. (2018). Loess caves, a specialkind of geo-hazard on loess plateau, northwestern China. EngineeringGeology, 236, 79-88.

（25）Peng,J., Tong, X., Wang, S., & Ma, P. (2018). Three-dimensionalgeological structures and sliding factors and modes of loesslandslides. Environmental Earth Sciences, 77(19).

（26）Peng,J., Wang, F., Cheng, Y., & Lu, Q. (2018). Characteristics andmechanism of Sanyuan ground fissures in the Weihe Basin, China.Engineering Geology, 247, 48-57.

（27）Peng,J., Wang, G., Wang, Q., & Zhang, F. (2017). Shear wave velocityimaging of landslide debris deposited on an erodible bed and possiblemovement mechanism for a loess landslide in Jingyang, Xi'an, China.Landslides, 14(4), 1503-1512.

（28）Peng,J., Wang, S., Wang, Q., Zhuang, J., Huang, W., Zhu, X., . . . Ma, P.(2019). Distribution and genetic types of loess landslides in China.Journal of Asian Earth Sciences, 170, 329-350.

（29）Peng,J., Xu, J., Ma, R., & Wang, F. (2016). Characteristics andmechanism of the Longyao ground fissure on North China Plain, China.Engineering Geology, 214, 136-146.

（30）Peng,J., Zhang, F., & Wang, G. (2017). Rapid loess flow slides inHeifangtai terrace, Gansu, China. Quarterly Journal of EngineeringGeology and Hydrogeology, 50(2), 106-110.

（31）Peng,J., Zhang, F., & Wang, G. (2017). Rapid loess flow slides inHeifangtai terrace, Gansu, China (vol 50, pg 106, 2017). QuarterlyJournal of Engineering Geology and Hydrogeology, 50(4), 478-478.

（32）Peng,J., Zhuang, J., Wang, G., Dai, F., Zhang, F., Huang, W., & Xu, Q.(2018). Liquefaction of loess landslides as a consequence ofirrigation. Quarterly Journal of Engineering Geology andHydrogeology, 51(3), 330-337.

（33）Qiao,J., Peng, J., Deng, Y., Leng, Y., & Meng, Z. (2018). Earthfissures in Qinglong Graben in Yuncheng Basin, China. Journal ofEarth System Science, 127(1).

（34）Sun,G., & Peng, J. (2017). The lengthy high-stressconsolidation test research on silty clay in Xi'an. In Y. H. Kim(Ed.), Proceedings of the 2017 6th International Conference on Energyand Environmental Protection (Vol. 143, pp. 1301-1304).

（35）Sun,G., Peng, J., & Sun, X. (2015). The model test about siltyclay's deformation as water pressure decreasing. In G. Zhang & M.Lee (Eds.), Proceedings of the 2015 International Conference onMaterials, Environmental and Biological Engineering (Vol. 10, pp.1086-1089).

（36）Sun,P., Peng, J., Chen, L., Lu, Q., & Igwe, O. (2016). Anexperimental study of the mechanical characteristics of fracturedloess in western China. Bulletin of Engineering Geology and theEnvironment, 75(4), 1639-1647. doi:10.1007/s10064-015-0793-y

（37）Sun,P., Peng, J., Wu, S., & Lu, Q. (2015). An experimental studyon mechanical properties of fractured loess. Journal of Central SouthUniversity (Science and Technology), 46(6), 2188-2195.

（38）Tang,D., & Peng, J. (2015). Statistical analysis ofexcavation model of the loess landslide developmentalcharacteristics. Applied Mechanics and Materials, 744-746, 601-605.

（39）Wang,F., Peng, J., Lu, Q., Cheng, Y., Meng, Z., & Qiao, J.(2019). Mechanism of Fuping ground fissure in the Weihe Basin ofnorthwest China: fault and rainfall. Environmental Earth Sciences,78(14).

（40）Wang,F., Peng, J., Meng, Z., Qiao, J., Wen, H., Ma, P., . . . Zhao,J. (2019). The origin and impact of the Shizhuang ground fissure,Yingxian area, Datong Basin, China. Engineering Geology, 261.

（41）.Wang,S., Peng, J., Zhuang, J., Kang, C., & Jia, Z. (2019).Underlying mechanisms of the geohazards of macro Loessdiscontinuities on the Chinese Loess Plateau. Engineering Geology,263.

（42）Xu,J., Peng, J., & An, H. (2019). Experimental study onSu-Xi-Chang earth fissures induced by repeated groundwater pumpingand impounding. Geomatics Natural Hazards & Risk, 10(1),2051-2068.

（43）Xu,J., Peng, J., An, H., Wang, F., Sun, H., Hu, H., & Yang, B.(2019). Paleochannel-controlled earth fissures in Darning, NorthChina Plain and their implication for underground paleogeomorphology.Geomorphology, 327, 523-532.

（44）Xu,J., Peng, J., Deng, Y., He, H., Meng, L., & Wang, F. (2018).Classification, grading criteria and quantitative expression of earthfissures: a case study in Daming Area, North China Plain. GeomaticsNatural Hazards & Risk, 9(1), 862-880.

（45）Xu,J., Peng, J., Deng, Y., & Wang, F. (2019). Developmentcharacteristics and formation analysis of Baixiang earth fissure onNorth China plain. Bulletin of Engineering Geology and theEnvironment, 78(5), 3085-3094.

（46）Yan,R.-X., Peng, J.-B., Huang, Q.-B., Chen, L.-J., Kang, C.-Y., &Shen, Y.-J. (2019). Triggering Influence of Seasonal AgriculturalIrrigation on Shallow Loess Landslides on the South Jingyang Plateau,China. Water, 11(7).

（47）Yang,C., Lu, Z., Zhang, Q., Zhao, C., Peng, J., & Ji, L. (2018).Deformation at longyao ground fissure and its surroundings, northChina plain, revealed by ALOS PALSAR PS-InSAR. International Journalof Applied Earth Observation and Geoinformation, 67, 1-9.

（48）Zang,M., Peng, J., & Qi, S. (2019). Earth fissures developedwithin collapsible loess area caused by groundwater uplift in Weihewatershed, northwestern China. Journal of Asian Earth Sciences, 173,364-373.

（49）Zhang,F., Kong, R., & Peng, J. (2018). Effects of heating oncompositional, structural, and physicochemical properties of loessunder laboratory conditions. Applied Clay Science, 152, 259-266.

（50）Zhen-jiang,M., Jian-bing, P., Qiang-bing, H., Va-hong, D., Lin-hao, Z., &Yan, X. (2017). Influence of ground fissure activity on subway tunnelin third-kind surveying site. Journal of Traffic and TransportationEngineering, 17(2), 41-51.

（51）Zhongjie,F., Kulatilake, P. H. S. W., Jianbing, P., Wenyue, C., Yazhe,L., & Zhenjiang, M. (2016). In-flight excavation of a loess slopein a centrifuge model test. Geotechnical and Geological Engineering,34(5), 1577-1591.

（52）Zhu,X., Peng, J., Jiang, C., & Guo, W. (2019). A PreliminaryStudy of the Failure Modes and Process of Landslide Dams Due toUpstream Flow. Water, 11(6).

（53）Zhu,X.-h., Cui, Y.-f., Peng, J.-b., Jiang, C., & Guo, W.-l.(2019). Erosion and transport mechanisms of mine waste along gullies.Journal of Mountain Science, 16(2), 402-413.

（54）Zhu,X.-h., Peng, J.-b., Jiang, C., & Guo, W.-l. (2019).Formation conditions of landslide dams triggered by incision of minewaste accumulations. Journal of Mountain Science, 16(1), 108-121.

（55）Zhuang,J., Peng, J., Iqbal, J., Liu, T., Liu, N., Li, Y., & Ma, P.(2015). Identification of landslide spatial distribution andsusceptibility assessment in relation to topography in the Xi'anRegion, Shaanxi Province, China. Frontiers of Earth Science, 9(3),449-462.

（56）Zhuang,J., Peng, J., Wang, G., Iqbal, J., Wang, Y., Li, W., . . . Zhu,X. (2017). Prediction of rainfall-induced shallow landslides in theLoess Plateau, Yan'an, China, using the TRIGRS model. Earth SurfaceProcesses and Landforms, 42(6), 915-927. doi:10.1002/esp.4050

（57）Zhuang,J., Peng, J., Wang, G., Javed, I., Wang, Y., & Li, W.(2018). Distribution and characteristics of landslide in LoessPlateau: A case study in Shaanxi province. Engineering Geology, 236,89-96.

（58）Zhuang,J., Peng, J., Xu, C., Li, Z., Densmore, A., Milledge, D., . . .Cui, Y. (2018). Distribution and characteristics of loess landslidestriggered by the 1920 Haiyuan Earthquake, Northwest of China.Geomorphology, 314, 1-12.

（59）Zhuang,J., Peng, J., Xu, Y., Xu, Q., Zhu, X., & Li, W. (2016).Assessment and mapping of slope stability based on slope units: Acase study in Yan'an, China. Journal of Earth System Science, 125(7),1439-1450.

（60）Zhuang,J., Peng, J., Zhu, X., & Huang, W. (2019). Scenario-BasedRisk Assessment of Earthquake Disaster Using Slope Displacement, PGA,and Population Density in the Guyuan Region, China. IsprsInternational Journal of Geo-Information, 8(2).

（61）Zhuang,J., Peng, J., Zhu, X., Li, W., Ma, P., & Liu, T. (2016).Spatial distribution and susceptibility zoning of geohazards alongthe Silk Road, Xian-Lanzhou. Environmental Earth Sciences, 75(8).

(62) PengJianbing(*)，LengYanqiu，Developmentof a loess-mudstone landslide in afault fracture zone，ENVIRONMENTALEARTH SCIENCES，2016.01.01，75（8）：1~11

(63) 彭建兵(*) ，林鸿州，王启耀，庄建琦，成玉祥，朱兴华，黄土地质灾害研究中的关键问题与创新思路，工程地质学报，2014.8.15，（04）：684~691

(64) 彭建兵(*) ，李喜安，范文，陈志新，苏生瑞，宋彦辉，卢全中，邓亚虹，陈立伟，孙萍，黄土高原地区黄土洞穴的分类及发育规律，地学前缘，2007.11.15，（06）

(65)Jianqi Zhuang ，JianbingPeng(*)Identification of landslide spatial distribution andsusceptibility assessment in relation to topography in the Xi’anRegion, Shaanxi Province, China，Front.Earth Sci.，015.01.01，9（3）：449~462

(66)Jianqi Zhuang，JianbingPeng (*)Probability prediction model for landslideoccurrences in Xi’an, Shaanxi Province, China，Journalof Mountain Science，2014.01.01，11（2）：345~359

(67)Zhuang, Jian-qi，Peng,Jian-bing(*)A coupled slope cuttinga prolonged rainfall-inducedloess landslide: a 17 October 2011 case study，Bulletinof Engineering Geology and theEnvironment，2014.01.01，73（4）：997~1011

(68)Yan Lv，JianbingPeng(*) ，GenlongWangCharacteristics and genetic mechanism of the Cuihua RockAvalanche triggered by a paleo-earthquake in northwestChina，EngineeringGeology，2014.11.19，182：88~96

(69)Bai Chaoying，PengJianbing(*) ，S.Grenhalgh，3-DP-wave velocity structure of the crust beneath the Loess Plateauand surrounding regionsof China，Tectonophysics，2008.9.10，460（11）：278~287

(70)Wu, Di，Jin,Long，Peng,Jianbing(*) ，Dong,Yuanhong，Liu,Zhiyun，The thermalbudget evaluation of the two-phase closed thermosyphon embankmentof the Qinghai-Tibet Highway in permafrost regions，ColdRegions Science and Technology，2014.7.01，103：115~122

(71)李喜安，彭建兵(*)，陈志新，李滨，黄土地层地表径流下潜模式与地质灾害，工程地质学报，2007.8.15，（04）

(72)孙萍，彭建兵(*) ，陈立伟，王志新,黄土拉张破裂特性试验研究岩土工程学报，2009.6.15，（06）

(73)卢全中，彭建兵(*),黄土体结构面的发育特征及其灾害效应西安科技大学学报，2006.12.30，（04）

(74)庄建琦，彭建兵(*),“9.17”灞桥灾难性黄土滑坡形成因素与运动模拟工程地质学报

(75)庄建琦，彭建兵(*)，张利勇,不同降雨条件下黄土高原浅层滑坡危险性预测评价研究，吉林大学学报(地球科学版)

(76)卢全中，彭建兵(*)，范文，孙刚臣,大尺寸裂隙性黄土的直剪试验公路2006.5.25，（05）

(77)卢全中，彭建兵(*),黄土体工程地质的研究体系及若干问题探讨吉林大学学报(地球科学版)，2006.5.26，（03）

(78)唐东旗，彭建兵(*),非饱和黄土基质吸力的滤纸法测试煤田地质与勘探2012.10.17，40（5）：37~41

(79)卢全中，葛修润，彭建兵(*),三轴压缩条件下裂隙性黄土的破坏特征岩土力学，2009.12.15，30（12）：3689~3694

(80)杨银科，彭建兵(*)，刘聪,滑坡年代学研究方法应用进展灾害学2015.01.01，（02）：133~137

(81)卢全中，陈树峰，彭建兵(*),三轴压缩条件下裂隙性黄土应力－应变特性及变形破坏机制，中国公路学报，2015.1.01，28（1）：9~16

(82)周保，彭建兵(*)，殷跃平，李小林，魏刚，马小强,黄河上游拉干峡——寺沟峡段特大型滑坡及其成因研究，地质论评，2014.01.01，（01）：138~144

著作

(1)彭建兵，王启耀，门玉明，许强，庄建琦等，黄土高原滑坡灾害，科学出版社，2019.02.01

(2)彭建兵，卢全中，黄强兵等，汾渭盆地地裂缝灾害，科学出版社，2017.01.01

(3)彭建兵，张勤，黄强兵等，西安地裂缝灾害，科学出版社，2012.01.01

(4)彭建兵，李庆春，陈志新等，黄土洞穴灾害，科学出版社，2008.01.01

(5)彭建兵等，区域稳定动力学研究，科学出版社，2001.01.01

工程地质、地震工程、地质灾害及岩土工程。

环境工程地质、区域稳定工程地质、地质工程专论、现代工程地质学等本科生和研究生课程。

（1）国家自然科学基金重大项目，211026180056，黄土地质结构与水循环模式及介质灾变力学行为，2018/01-2022/12，380万，在研，主持

（2）国家973计划项目,2014CB744700，黄土重大灾害及灾害链的发生、演化机制与防控理论，2014/01-2018/12，1600万，结题，主持

（3）国土资源大调查计划项目,201411096-2，汾渭地区地裂缝地面沉降综合研究(含华北平原)，2014/01-2016/12，260万元，结题，主持

（4）国土资源大调查计划项目,330126140027,泾河南岸泾阳段黄土滑坡调查评价,2014/03-2016/12,300万元，结题，主持

（5）铁道第三勘察设计院集团有限公司委托科技项目，220026130188,大西客专地裂缝评价与预测补充合同,2014/01-2016/06，135.85万元，结题，主持

（6）陕西省地质调查院委托科技项目，220026130252,陕西黄土地区灾难性滑坡防控指南,2013/05-2014/06，20万元，结题，主持

（7）西安市地下铁道有限责任公司委托科技项目，220000120463，区域地面沉降对西安地铁工程建设的影响及应对措施研究,2012/03-2014/03,98.6万元，结题，主持

（8）国家自然科学基金项目，41130753，人类活动的黄土滑坡响应机理与灾害预警，2012/01-2016/12，320万元，结题，主持

（9）国土资源大调查计划项目,1212010541003汾渭河盆地地裂缝地面沉降监测与防治,2011/01-2015/12,1500万元，结题，主持

（10）国土资源大调查计划项目,汾渭盆地地裂缝成因与减灾综合研究，2011/01-2012/12，300万元，结题，主持

（11）陕西省科技厅科技统筹创新工程计划科技项目，2011KTZB03-02-02，大西安环境地质灾害与建设规划研究，2011/06-2016/06，200万元，结题，主持

（12）铁道第三勘察设计院集团有限公司委托科技项目，220000100544，大西客专地裂缝评价与预测，2009/12-2010/10，356.59万元，结题，主持

（13）国家自然科学基金项目,40534021，汾渭盆地地裂缝灾害成因机理与大陆动力学，2006/01-2009/12,140万元，结题，主持

（14）国家西部交通科技项目,200431881212，公路工程活断层、地裂缝的精细探测、定量评价与防治对策研究，2005/01-2009/12,240万元，结题，主持

（15）国土资源大调查计划项目,1212010914013西部地区地裂缝地面沉降调查与监测，2004/01-2010/12，2600万元，结题，主持

近几年发表学术论文（部分）

（1）Chen,W., Peng, J., Hong, H., Shahabi, H., Pradhan, B., Liu, J., . . .Duan, Z. (2018). Landslide susceptibility modelling using GIS-basedmachine learning techniques for Chongren County, Jiangxi Province,China. Science of the Total Environment, 626, 1121-1135..2018.01.124

（2）Huang,Q., Jia, X., Peng, J., Liu, Y., & Wang, T. (2019). Seismicresponse of loess-mudstone slope with bedding fault zone. SoilDynamics and Earthquake Engineering, 123, 371-380.

（3）Huo,A., Peng, J., Chen, X., Deng, L., Wang, G., & Cheng, Y.(2016). Groundwater storage and depletion trends in the Loess areasof China. Environmental Earth Sciences, 75(16).

（4）Leng,Y., Peng, J., Wang, Q., Meng, Z., & Huang, W. (2018). Afluidized landslide occurred in the Loess Plateau: A study on loesslandslide in South Jingyang tableland. Engineering Geology, 236,129-136.

（5）Lian,B., Peng, J., Zhan, H., & Wang, X. (2019). Mechanicalresponse of root-reinforced loess with various water contents. Soil &Tillage Research, 193, 85-94.

（6）Liu,N., Lu, Q., Li, J., Peng, J., Fan, W., & Liu, W. (2019).Physical Modeling and Numerical Simulation of the Seismic Responsesof Metro Tunnel near Active Ground Fissures. Complexity, 2019.

（7）Lu,Q., Li, L., Peng, J., Chen, S., Hu, P., & Wu, H. (2015). Acombined element model with hinged connection for simulatinginhomogeneous axial deformation of subgrade soil in ground fissurezone. China Railway Science, 36(1), 11-17.

（8）Lu,Q., Qiao, J., Peng, J., Liu, Z., Liu, C., Tian, L., & Zhao,J. (2019). A typical Earth fissure resulting from loess collapse onthe loess plateau in the Weihe Basin, China. Engineering Geology,259.

（9）Lu,Q.-z., Chen, S.-f., Peng, J.-b., Meng, Z.-j., & Hu, P.(2015). Stress-strain Features and Deformation Failure Mechanisms ofFissured Loess Under Triaxial Compression. China Journal of Highwayand Transport, 28(1), 8-16.

（10）Lu,Q.-z., Wu, H.-l., Peng, J.-b., Hu, P., & Liu, Y. (2015).Compression characteristic and control measure of subgrade soil inground fissure zone. China Journal of Highway and Transport, 28(7),10-17.

（11）Ma,P., Peng, J., Wang, Q., Duan, Z., Meng, Z., & Jianqi, Z.(2019). Loess landslides on the South Jingyang Platform in Xi'an,China. Quarterly Journal of Engineering Geology and Hydrogeology,52(4), 547-556.

（12）Ma,P., Peng, J., Wang, Q., Zhuang, J., & Zhang, F. (2019). Themechanisms of a loess landslide triggered by diversion-basedirrigation: a case study of the South Jingyang Platform, China.Bulletin of Engineering Geology and the Environment, 78(7),4945-4963.

（13）Peng,J., Fan, Z., Liu, C., Huang, Q., Liu, J., Ren, H., . . . Meng, Z.(2019). EXPERIMENTAL ANALYSIS OF A HIGH-SPEED-RAILWAY EMBANKMENTINTERSECTING STEEP GROUND FISSURES AT DIFFERENT ANGLES. ActaGeotechnica Slovenica, 16(1), 13-29.

（14）Peng,J., Fan, Z., Wu, D., Huang, Q., Wang, Q., Zhuang, J., & Che, W.(2019). Landslides triggered by excavation in the loess plateau ofChina: A case study of Middle Pleistocene loess slopes. Journal ofAsian Earth Sciences, 171, 246-258.

（15）Peng,J., Fan, Z., Wu, D., Zhuang, J., Dai, F., Chen, W., & Zhao, C.(2015). Heavy rainfall triggered loess-mudstone landslide andsubsequent debris flow in Tianshui, China. Engineering Geology, 186,79-90.

（16）Peng,J., He, K., Tong, X., Huang, Q., & Liu, C. (2017). FailureMechanism of an Underground Metro Tunnel Intersecting Steep GroundFissure at Low Angle. International Journal of Geomechanics, 17(5).

（17）Peng,J., Huo, A., Cheng, Y., Dang, J., Wei, H., Wang, X., & Li, C.(2017). Submersion simulation in a typical debris flow watershed ofJianzhuangchuan catchment, Loess Plateau. Environmental EarthSciences, 76(13).

（18）Peng,J., Leng, Y., Zhu, X., Wu, D., & Tong, X. (2016). Development ofa loess-mudstone landslide in a fault fracture zone. EnvironmentalEarth Sciences, 75(8).

（19）Peng,J., Ma, P., Wang, Q., Zhu, X., Zhang, F., Tong, X., & Huang, W.(2018). Interaction between landsliding materials and the underlyingerodible bed in a loess flowslide. Engineering Geology, 234, 38-49.

（20）Peng,J., Meng, L., Lu, Q., Deng, Y., & Meng, Z. (2018). Developmentcharacteristics and mechanisms of the Taigu-Qixian earth fissuregroup in the Taiyuan basin, China. Environmental Earth Sciences,77(11).

（21）Peng,J., Qi, S., Williams, A., & Dijkstra, T. A. (2018). Preface tothe special issue on Loess engineering properties and loessgeohazards. Engineering Geology, 236, 1-3.

（22）Peng,J., Qiao, J., Leng, Y., Wang, F., & Xue, S. (2016). Distributionand mechanism of the ground fissures in Wei River Basin, the originof the Silk Road. Environmental Earth Sciences, 75(8).

（23）Peng,J., Qu, W., Ren, J., Zhang, Q., & Wang, F. (2018). GeologicalFactors for the Formation of Xi'an Ground Fractures. Journal of EarthScience, 29(2), 468-478.

（24）Peng,J., Sun, P., Igwe, O., & Li, X. a. (2018). Loess caves, a specialkind of geo-hazard on loess plateau, northwestern China. EngineeringGeology, 236, 79-88.

（25）Peng,J., Tong, X., Wang, S., & Ma, P. (2018). Three-dimensionalgeological structures and sliding factors and modes of loesslandslides. Environmental Earth Sciences, 77(19).

（26）Peng,J., Wang, F., Cheng, Y., & Lu, Q. (2018). Characteristics andmechanism of Sanyuan ground fissures in the Weihe Basin, China.Engineering Geology, 247, 48-57.

（27）Peng,J., Wang, G., Wang, Q., & Zhang, F. (2017). Shear wave velocityimaging of landslide debris deposited on an erodible bed and possiblemovement mechanism for a loess landslide in Jingyang, Xi'an, China.Landslides, 14(4), 1503-1512.

（28）Peng,J., Wang, S., Wang, Q., Zhuang, J., Huang, W., Zhu, X., . . . Ma, P.(2019). Distribution and genetic types of loess landslides in China.Journal of Asian Earth Sciences, 170, 329-350.

（29）Peng,J., Xu, J., Ma, R., & Wang, F. (2016). Characteristics andmechanism of the Longyao ground fissure on North China Plain, China.Engineering Geology, 214, 136-146.

（30）Peng,J., Zhang, F., & Wang, G. (2017). Rapid loess flow slides inHeifangtai terrace, Gansu, China. Quarterly Journal of EngineeringGeology and Hydrogeology, 50(2), 106-110.

（31）Peng,J., Zhang, F., & Wang, G. (2017). Rapid loess flow slides inHeifangtai terrace, Gansu, China (vol 50, pg 106, 2017). QuarterlyJournal of Engineering Geology and Hydrogeology, 50(4), 478-478.

（32）Peng,J., Zhuang, J., Wang, G., Dai, F., Zhang, F., Huang, W., & Xu, Q.(2018). Liquefaction of loess landslides as a consequence ofirrigation. Quarterly Journal of Engineering Geology andHydrogeology, 51(3), 330-337.

（33）Qiao,J., Peng, J., Deng, Y., Leng, Y., & Meng, Z. (2018). Earthfissures in Qinglong Graben in Yuncheng Basin, China. Journal ofEarth System Science, 127(1).

（34）Sun,G., & Peng, J. (2017). The lengthy high-stressconsolidation test research on silty clay in Xi'an. In Y. H. Kim(Ed.), Proceedings of the 2017 6th International Conference on Energyand Environmental Protection (Vol. 143, pp. 1301-1304).

（35）Sun,G., Peng, J., & Sun, X. (2015). The model test about siltyclay's deformation as water pressure decreasing. In G. Zhang & M.Lee (Eds.), Proceedings of the 2015 International Conference onMaterials, Environmental and Biological Engineering (Vol. 10, pp.1086-1089).

（36）Sun,P., Peng, J., Chen, L., Lu, Q., & Igwe, O. (2016). Anexperimental study of the mechanical characteristics of fracturedloess in western China. Bulletin of Engineering Geology and theEnvironment, 75(4), 1639-1647. doi:10.1007/s10064-015-0793-y

（37）Sun,P., Peng, J., Wu, S., & Lu, Q. (2015). An experimental studyon mechanical properties of fractured loess. Journal of Central SouthUniversity (Science and Technology), 46(6), 2188-2195.

（38）Tang,D., & Peng, J. (2015). Statistical analysis ofexcavation model of the loess landslide developmentalcharacteristics. Applied Mechanics and Materials, 744-746, 601-605.

（39）Wang,F., Peng, J., Lu, Q., Cheng, Y., Meng, Z., & Qiao, J.(2019). Mechanism of Fuping ground fissure in the Weihe Basin ofnorthwest China: fault and rainfall. Environmental Earth Sciences,78(14).

（40）Wang,F., Peng, J., Meng, Z., Qiao, J., Wen, H., Ma, P., . . . Zhao,J. (2019). The origin and impact of the Shizhuang ground fissure,Yingxian area, Datong Basin, China. Engineering Geology, 261.

（41）.Wang,S., Peng, J., Zhuang, J., Kang, C., & Jia, Z. (2019).Underlying mechanisms of the geohazards of macro Loessdiscontinuities on the Chinese Loess Plateau. Engineering Geology,263.

（42）Xu,J., Peng, J., & An, H. (2019). Experimental study onSu-Xi-Chang earth fissures induced by repeated groundwater pumpingand impounding. Geomatics Natural Hazards & Risk, 10(1),2051-2068.

（43）Xu,J., Peng, J., An, H., Wang, F., Sun, H., Hu, H., & Yang, B.(2019). Paleochannel-controlled earth fissures in Darning, NorthChina Plain and their implication for underground paleogeomorphology.Geomorphology, 327, 523-532.

（44）Xu,J., Peng, J., Deng, Y., He, H., Meng, L., & Wang, F. (2018).Classification, grading criteria and quantitative expression of earthfissures: a case study in Daming Area, North China Plain. GeomaticsNatural Hazards & Risk, 9(1), 862-880.

（45）Xu,J., Peng, J., Deng, Y., & Wang, F. (2019). Developmentcharacteristics and formation analysis of Baixiang earth fissure onNorth China plain. Bulletin of Engineering Geology and theEnvironment, 78(5), 3085-3094.

（46）Yan,R.-X., Peng, J.-B., Huang, Q.-B., Chen, L.-J., Kang, C.-Y., &Shen, Y.-J. (2019). Triggering Influence of Seasonal AgriculturalIrrigation on Shallow Loess Landslides on the South Jingyang Plateau,China. Water, 11(7).

（47）Yang,C., Lu, Z., Zhang, Q., Zhao, C., Peng, J., & Ji, L. (2018).Deformation at longyao ground fissure and its surroundings, northChina plain, revealed by ALOS PALSAR PS-InSAR. International Journalof Applied Earth Observation and Geoinformation, 67, 1-9.

（48）Zang,M., Peng, J., & Qi, S. (2019). Earth fissures developedwithin collapsible loess area caused by groundwater uplift in Weihewatershed, northwestern China. Journal of Asian Earth Sciences, 173,364-373.

（49）Zhang,F., Kong, R., & Peng, J. (2018). Effects of heating oncompositional, structural, and physicochemical properties of loessunder laboratory conditions. Applied Clay Science, 152, 259-266.

（50）Zhen-jiang,M., Jian-bing, P., Qiang-bing, H., Va-hong, D., Lin-hao, Z., &Yan, X. (2017). Influence of ground fissure activity on subway tunnelin third-kind surveying site. Journal of Traffic and TransportationEngineering, 17(2), 41-51.

（51）Zhongjie,F., Kulatilake, P. H. S. W., Jianbing, P., Wenyue, C., Yazhe,L., & Zhenjiang, M. (2016). In-flight excavation of a loess slopein a centrifuge model test. Geotechnical and Geological Engineering,34(5), 1577-1591.

（52）Zhu,X., Peng, J., Jiang, C., & Guo, W. (2019). A PreliminaryStudy of the Failure Modes and Process of Landslide Dams Due toUpstream Flow. Water, 11(6).

（53）Zhu,X.-h., Cui, Y.-f., Peng, J.-b., Jiang, C., & Guo, W.-l.(2019). Erosion and transport mechanisms of mine waste along gullies.Journal of Mountain Science, 16(2), 402-413.

（54）Zhu,X.-h., Peng, J.-b., Jiang, C., & Guo, W.-l. (2019).Formation conditions of landslide dams triggered by incision of minewaste accumulations. Journal of Mountain Science, 16(1), 108-121.

（55）Zhuang,J., Peng, J., Iqbal, J., Liu, T., Liu, N., Li, Y., & Ma, P.(2015). Identification of landslide spatial distribution andsusceptibility assessment in relation to topography in the Xi'anRegion, Shaanxi Province, China. Frontiers of Earth Science, 9(3),449-462.

（56）Zhuang,J., Peng, J., Wang, G., Iqbal, J., Wang, Y., Li, W., . . . Zhu,X. (2017). Prediction of rainfall-induced shallow landslides in theLoess Plateau, Yan'an, China, using the TRIGRS model. Earth SurfaceProcesses and Landforms, 42(6), 915-927. doi:10.1002/esp.4050

（57）Zhuang,J., Peng, J., Wang, G., Javed, I., Wang, Y., & Li, W.(2018). Distribution and characteristics of landslide in LoessPlateau: A case study in Shaanxi province. Engineering Geology, 236,89-96.

（58）Zhuang,J., Peng, J., Xu, C., Li, Z., Densmore, A., Milledge, D., . . .Cui, Y. (2018). Distribution and characteristics of loess landslidestriggered by the 1920 Haiyuan Earthquake, Northwest of China.Geomorphology, 314, 1-12.

（59）Zhuang,J., Peng, J., Xu, Y., Xu, Q., Zhu, X., & Li, W. (2016).Assessment and mapping of slope stability based on slope units: Acase study in Yan'an, China. Journal of Earth System Science, 125(7),1439-1450.

（60）Zhuang,J., Peng, J., Zhu, X., & Huang, W. (2019). Scenario-BasedRisk Assessment of Earthquake Disaster Using Slope Displacement, PGA,and Population Density in the Guyuan Region, China. IsprsInternational Journal of Geo-Information, 8(2).

（61）Zhuang,J., Peng, J., Zhu, X., Li, W., Ma, P., & Liu, T. (2016).Spatial distribution and susceptibility zoning of geohazards alongthe Silk Road, Xian-Lanzhou. Environmental Earth Sciences, 75(8).

(62) PengJianbing(*)，LengYanqiu，Developmentof a loess-mudstone landslide in afault fracture zone，ENVIRONMENTALEARTH SCIENCES，2016.01.01，75（8）：1~11

(63) 彭建兵(*) ，林鸿州，王启耀，庄建琦，成玉祥，朱兴华，黄土地质灾害研究中的关键问题与创新思路，工程地质学报，2014.8.15，（04）：684~691

(64) 彭建兵(*) ，李喜安，范文，陈志新，苏生瑞，宋彦辉，卢全中，邓亚虹，陈立伟，孙萍，黄土高原地区黄土洞穴的分类及发育规律，地学前缘，2007.11.15，（06）

(65)Jianqi Zhuang ，JianbingPeng(*)Identification of landslide spatial distribution andsusceptibility assessment in relation to topography in the Xi’anRegion, Shaanxi Province, China，Front.Earth Sci.，015.01.01，9（3）：449~462

(66)Jianqi Zhuang，JianbingPeng (*)Probability prediction model for landslideoccurrences in Xi’an, Shaanxi Province, China，Journalof Mountain Science，2014.01.01，11（2）：345~359

(67)Zhuang, Jian-qi，Peng,Jian-bing(*)A coupled slope cuttinga prolonged rainfall-inducedloess landslide: a 17 October 2011 case study，Bulletinof Engineering Geology and theEnvironment，2014.01.01，73（4）：997~1011

(68)Yan Lv，JianbingPeng(*) ，GenlongWangCharacteristics and genetic mechanism of the Cuihua RockAvalanche triggered by a paleo-earthquake in northwestChina，EngineeringGeology，2014.11.19，182：88~96

(69)Bai Chaoying，PengJianbing(*) ，S.Grenhalgh，3-DP-wave velocity structure of the crust beneath the Loess Plateauand surrounding regionsof China，Tectonophysics，2008.9.10，460（11）：278~287

(70)Wu, Di，Jin,Long，Peng,Jianbing(*) ，Dong,Yuanhong，Liu,Zhiyun，The thermalbudget evaluation of the two-phase closed thermosyphon embankmentof the Qinghai-Tibet Highway in permafrost regions，ColdRegions Science and Technology，2014.7.01，103：115~122

(71)李喜安，彭建兵(*)，陈志新，李滨，黄土地层地表径流下潜模式与地质灾害，工程地质学报，2007.8.15，（04）

(72)孙萍，彭建兵(*) ，陈立伟，王志新,黄土拉张破裂特性试验研究岩土工程学报，2009.6.15，（06）

(73)卢全中，彭建兵(*),黄土体结构面的发育特征及其灾害效应西安科技大学学报，2006.12.30，（04）

(74)庄建琦，彭建兵(*),“9.17”灞桥灾难性黄土滑坡形成因素与运动模拟工程地质学报

(75)庄建琦，彭建兵(*)，张利勇,不同降雨条件下黄土高原浅层滑坡危险性预测评价研究，吉林大学学报(地球科学版)

(76)卢全中，彭建兵(*)，范文，孙刚臣,大尺寸裂隙性黄土的直剪试验公路2006.5.25，（05）

(77)卢全中，彭建兵(*),黄土体工程地质的研究体系及若干问题探讨吉林大学学报(地球科学版)，2006.5.26，（03）

(78)唐东旗，彭建兵(*),非饱和黄土基质吸力的滤纸法测试煤田地质与勘探2012.10.17，40（5）：37~41

(79)卢全中，葛修润，彭建兵(*),三轴压缩条件下裂隙性黄土的破坏特征岩土力学，2009.12.15，30（12）：3689~3694

(80)杨银科，彭建兵(*)，刘聪,滑坡年代学研究方法应用进展灾害学2015.01.01，（02）：133~137

(81)卢全中，陈树峰，彭建兵(*),三轴压缩条件下裂隙性黄土应力－应变特性及变形破坏机制，中国公路学报，2015.1.01，28（1）：9~16

(82)周保，彭建兵(*)，殷跃平，李小林，魏刚，马小强,黄河上游拉干峡——寺沟峡段特大型滑坡及其成因研究，地质论评，2014.01.01，（01）：138~144

著作

(1)彭建兵，王启耀，门玉明，许强，庄建琦等，黄土高原滑坡灾害，科学出版社，2019.02.01

(2)彭建兵，卢全中，黄强兵等，汾渭盆地地裂缝灾害，科学出版社，2017.01.01

(3)彭建兵，张勤，黄强兵等，西安地裂缝灾害，科学出版社，2012.01.01

(4)彭建兵，李庆春，陈志新等，黄土洞穴灾害，科学出版社，2008.01.01

(5)彭建兵等，区域稳定动力学研究，科学出版社，2001.01.01

1.提出了区域稳定动力学研究的理论体系和定量评价方法体系

自80年代晚期开始，先后主持完成了渭河盆地及西安市、黄河积石峡、黄河黑山峡、福建厦门等重大城市及重大工程场地的区域稳定工程地质的研究工作。通过10多年的工程实践和理论探索，逐步将区域稳定工程地质推进到区域稳定动力学研究的层面上，系统地提出了区域稳定动力学的理论与方法体系。其学术成果2008年获陕西省科学技术成果一等奖(排名第1)和1995年甘肃省科技进步一等奖(排名第8)。

2.在高陡边坡和滑坡研究上作了一些特色性的工作

自90年代以来，先后主持完成过黄河积石峡及黑山峡、四川宝兴河、陕西黑河、山西运城——三门峡高速公路、川藏公路等大型水电工程和交通工程的高陡岩体边坡的稳定性研究工作。系统开展了高陡边坡岩体变形破坏的动力学机制、动力学过程、稳定性评价与预测，以及防治优化设计等方面的研究，并逐步形成了系统的理论与方法技术体系。部分成果获2008年天津市自然科学二等奖(排名第4)。

3.黄土洞穴研究成果填补了国内外研究空白

2001-2004年负责完成了国家西部交通建设科技项目《探测湿陷性黄土暗穴技术研究》，在黄土高原进行了大量的调查、勘探、试验和模拟工作，首次查明了黄土高原地区黄土洞穴的空间分布规律，揭示了黄土洞穴的形成条件及形成机理，查清了黄土洞穴对公路工程危害的类别及致灾机理，开发研制了黄土洞穴的有效探测技术及其软件处理系统，以及黄土洞穴的处理技术及方法。其成果是国内外首份系统研究黄土洞穴的学术成果(《黄土洞穴灾害》专著于2008年科学出版社出版)，填补了这一领域的国内外研究空白。

4.地裂缝研究取得系列重要成果

2004至今,先后负责完成了国家自然科学基金重点项目《汾渭盆地地裂缝成因与大陆动力学研究》、国土资源大调查计划项目《西部地区地裂缝地面沉降调查》等重大项目，创新提出了黄土介质响应地裂缝、断层活动派生地裂缝、断层与水耦合作用的形成地裂缝的新理论；研究开发了黄土地区地裂缝精细探测与解释新技术；为西安地铁工程解决了地裂缝防治的重大技术难题；建立了西安市地裂缝地面沉降信息管理系统，为西安城市建设和国家防灾减灾提供了技术支撑。其中的西安地裂缝地面沉降研究成果2010年获陕西省科学技术成果一等奖(排名第一)，地质灾害空间监测技术成果2011年获中国测绘科技进步一等奖（排名第四）。

5.为国家重大工程建设解决过一些重大工程地质和减灾防灾难题

1991-2004年负责完成了黄河黑山峡水电开发论证工作中的区域稳定和坝址稳定性论证研究工作,其成果已成为该河段开发的重要科学依据；1992-1995年负责完成了黄河积石峡水库滑坡的系统研究工作,提出了高速飞行弹射型滑坡的成因模式；1995-1997年负责完成了四川宝兴河上游水电工程大型滑坡稳定性研究工作,提出了剪抽式滑坡的成因模式和利用滑体筑坝的可行性。1997-2001年负责完成了陕西省黑河水库工程的工程地质论证研究工作,解决了坝址高边坡稳定性、大坝渗透稳定性、库区滑坡稳定性等评价计算及防治设计等重要技术问题；2006年至今,依托本人所主持的一系列有关地裂缝研究的国家重大课题和西安地铁公司委托的课题,为西安地铁工程解决了地铁隧道地裂缝减灾的重大技术难题；2009开始,负责实施大同-西安高速铁路的地裂缝地面沉降灾害的调查、勘探、监测、评价及减灾设防的系列研究工作,已查明高铁沿线地裂缝地面沉降的分布位置，提出了减灾设计措施,保证了该工程的按期开工。

此外,还先后主持完成过湖南桃江核电站构造稳定性研究、西气东输工程活断层评价研究、北京未来科技城地裂缝评价研究和西安城市引水管网地裂缝灾害防治研究等项目,为这些重大工程解决了一些关键地质难题.多年来，本人始终注重科学研究服务于国家经济建济，也为国家工程建设作出了自己的一份贡献。

(1)彭建兵（1/10），西安地裂缝成因与减灾关键技术，国务院，科技进步，国家二等奖，2012.01.01

（彭建兵，张勤，黄强兵，王庆良，门玉明，孙党生，赵超英，李新生，王玮，孙渊）

(2)彭建兵（1/11），典型黄土地质灾害成因与防治关键技术,陕西省人民政府，科技进步，省部一等奖，2015.01.01

（彭建兵，戴福初，门玉明，赵法锁，范文，王治军，王启耀，庄建琦，李喜安，黄强兵，成玉祥）

(3)彭建兵（1/1），李四光地质科学奖-教师奖，李四光地质科学奖委员会，其它，其它，2015.01.01

(4)彭建兵（1/1），全国模范教师，中国国务院，其它，其它，2015.01.01

1978/11-今，长安大学，地质工程与测绘学院，教授