彭建兵 - 长安大学 - 地质工程与测绘学院

个人简介

1995/09–1999/06，西安工程学院，地质工程，工学博士，导师：胡广韬 1975/10–1978/10，武汉地质学院，地质学，工学学士

研究领域

工程地质、地震工程、地质灾害及岩土工程

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）Chen, W., Peng, J., Hong, H., Shahabi, H., Pradhan, B., Liu, J., . . . Duan, Z. (2018). Landslide susceptibility modelling using GIS-based machine 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). Seismic response of loess-mudstone slope with bedding fault zone. Soil Dynamics 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 areas of China. Environmental Earth Sciences, 75(16). （4）Leng, Y., Peng, J., Wang, Q., Meng, Z., & Huang, W. (2018). A fluidized landslide occurred in the Loess Plateau: A study on loess landslide in South Jingyang tableland. Engineering Geology, 236, 129-136. （5）Lian, B., Peng, J., Zhan, H., & Wang, X. (2019). Mechanical response 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 Responses of Metro Tunnel near Active Ground Fissures. Complexity, 2019. （7）Lu, Q., Li, L., Peng, J., Chen, S., Hu, P., & Wu, H. (2015). A combined element model with hinged connection for simulating inhomogeneous axial deformation of subgrade soil in ground fissure zone. 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 on the 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 of Fissured Loess Under Triaxial Compression. China Journal of Highway and 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 in ground 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). The mechanisms of a loess landslide triggered by diversion-based irrigation: 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 EMBANKMENT INTERSECTING STEEP GROUND FISSURES AT DIFFERENT ANGLES. Acta Geotechnica 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 of China: A case study of Middle Pleistocene loess slopes. Journal of Asian 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 and subsequent debris flow in Tianshui, China. Engineering Geology, 186, 79-90. （16）Peng, J., He, K., Tong, X., Huang, Q., & Liu, C. (2017). Failure Mechanism of an Underground Metro Tunnel Intersecting Steep Ground Fissure 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 of Jianzhuangchuan catchment, Loess Plateau. Environmental Earth Sciences, 76(13). （18）Peng, J., Leng, Y., Zhu, X., Wu, D., & Tong, X. (2016). Development of a loess-mudstone landslide in a fault fracture zone. Environmental Earth 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 underlying erodible bed in a loess flowslide. Engineering Geology, 234, 38-49. （20）Peng, J., Meng, L., Lu, Q., Deng, Y., & Meng, Z. (2018). Development characteristics and mechanisms of the Taigu-Qixian earth fissure group in the Taiyuan basin, China. Environmental Earth Sciences, 77(11).