The application of 2D resistivity imaging to exploration of the SanChaHe landslide

被引:0
作者
Zhang, H. B. [1 ]
Shang, Z. P. [1 ]
Wang, S. H.
机构
[1] Hohai Univ, Geol & Engineer Dept, Nanjing, Peoples R China
来源
WATER-ROCK INTERACTION, VOLS 1 AND 2, PROCEEDINGS | 2007年
关键词
landslide; sliding plane; 2D resistivity image; Zohdy inversion;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Landslide are natural geological disasters that require extra engineering precautions to assure safety to infrastructure. The 2D resistivity imaging method can provide accurate characterizations of the structure of landslides, which can lead to improved engineering designs. Using multi-electrode electrical surveys and improved Zohdy inversion, we produced 2D resistivity images of the SanChaHe landslide in China. After interpreting those resistivity images, we can locate the sliding boundary and sliding planes of the landslide, and estimate other landslide attributes.
引用
收藏
页码:1453 / 1456
页数:4
相关论文
共 50 条
  • [21] Forensic assessment on near surface landslide using electrical resistivity imaging (ERI) at Kenyir Lake area in Terengganu, Malaysia
    Abidin, Mohd Hazreek Zainal
    Madun, Aziman
    Tajudin, Saiful Azhar Ahmad
    Ishak, Mohd Fakhrurrazi
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS, 2017, 171 : 434 - 444
  • [22] 3D Modelling and Feasibility Assessment of Granite Deposit using 2D Electrical Resistivity Tomography, Borehole, and Unmanned Aerial Vehicle Survey
    Junaid, Muhammad
    Abdullah, Rini Asnida
    Sa'ari, Radzuan
    Ali, Wahid
    Islam, Amber
    Sari, Mahmut
    JOURNAL OF MINING AND ENVIRONMENT, 2022, 13 (04): : 929 - 942
  • [23] Application of UAV photogrammetry and electrical resistivity tomography for characterization of a complex landslide: a case study from northwest Himalayas, Pakistan
    Haider, Syed Ahatsham
    Hussain, Matloob
    Ali, Aamir
    Abbasi, Muhammad Faheem
    Wani, Saad
    NATURAL HAZARDS, 2023, 117 (03) : 3043 - 3066
  • [24] Application of airborne laser scanning and electrical resistivity tomography in the study of an active landslide and geology of the cliff, Jastrzebia Gora, Poland
    Kaminski, Miroslaw
    Zientara, Piotr
    Krawczyk, Miroslaw
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (04)
  • [25] Application of UAV photogrammetry and electrical resistivity tomography for characterization of a complex landslide: a case study from northwest Himalayas, Pakistan
    Syed Ahatsham Haider
    Matloob Hussain
    Aamir Ali
    Muhammad Faheem Abbasi
    Saad Wani
    Natural Hazards, 2023, 117 : 3043 - 3066
  • [26] A potential landslide area investigated by 2.5D electrical resistivity tomography: case study from Çanakkale, Turkey
    Nart Coşkun
    Özcan Çakır
    Murat Erduran
    Yusuf Arif Kutlu
    Ziya Sedat Çetiner
    Arabian Journal of Geosciences, 2016, 9
  • [27] A potential landslide area investigated by 2.5D electrical resistivity tomography: case study from Canakkale, Turkey
    Coskun, Nart
    Cakir, Ozcan
    Erduran, Murat
    Kutlu, Yusuf Arif
    Cetiner, Ziya Sedat
    ARABIAN JOURNAL OF GEOSCIENCES, 2016, 9 (01) : 1 - 20
  • [28] Gravitationally induced caves and other discontinuities detected by 2D electrical resistivity tomography: Case studies from the Polish Flysch Carpathians
    Panek, Tomas
    Margielewski, Wlodzimierz
    Taborik, Petr
    Urban, Jan
    Hradecky, Jan
    Szura, Czeslaw
    GEOMORPHOLOGY, 2010, 123 (1-2) : 165 - 180
  • [29] Contributions from the application of Electrical Resistivity Tomography and Ground Penetrating Radar to the research of the Lidecko landslide in Western Carpathians (Czech Republic)
    Cervantes-Ricalde, Bladimir Alex
    Cuadros-Leon, Tommhy Lervi
    REVISTA MEXICANA DE CIENCIAS GEOLOGICAS, 2017, 34 (02): : 105 - 113
  • [30] Application of 3D laser scanning technology to landslide physical model test
    Ma Jun-wei
    Tang Hui-ming
    Hu Xin-li
    Yong Rui
    Xia Hao
    Song You-jian
    ROCK AND SOIL MECHANICS, 2014, 35 (05) : 1495 - 1505