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An integrated geophysical approach for investigating hydro-geological characteristics of a debris landslide in the Wenchuan Earthquake area
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Su, Li-jun , Xu, Xing-qian, Geng , Xueyu and Liang , Shuang-qing (2017) An integrated geophysical approach for investigating hydro-geological characteristics of a debris landslide in the Wenchuan Earthquake area. Engineering Geology, 219 . pp. 52-63. doi:10.1016/j.enggeo.2016.11.020
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Official URL: http://dx.doi.org/10.1016/j.enggeo.2016.11.020
Abstract
Debris landslides are one of the most widely distributed types of landslides in the Wenchuan earthquake area. The hydro-geological structure characteristics are the fundamental basis for stability evaluation, performing protection and administration of a landslide. The rock and soil mass of a debris landslide was highly non-uniform and preferential seepage paths were normally developed in it. Therefore, in situ identification of the underground water seepage system became particularly important. Recently, investigations on the seepage paths of underground water in debris landslides were restricted to indoor model testing and site observation, which were far from meeting the actual demand for landslide prevention and mitigation. To locate the seepage paths, we conducted survey work on a debris landslide seated in the Xishan Village, Li County, Sichuan Province, China, by combing four different geophysical methods. They were multichannel analysis of surface wave (MASW), electrical resistivity tomography (ERT), ground penetrating radar (GPR) and microtremor survey method (MSM). The geophysical interpretation was verified with field engineering surveys and monitoring data. The results suggested that a dendritic pipe-network seepage system usually developed in debris landslides. Varisized infiltration pipes showed the characteristics of inhomogeneity and concentration of the seepage. This work highlighted that geophysical parameters (shear wave velocity Vs, dielectric constant ε and resistivity value ρ) could provide reliable qualitative and quantitative information about the colluvial layer, bedrock interface, potential sliding surface and underground water seepage system of a landslide. The optimum combination of geophysical methods was suitable to survey the hydro-geological characteristics of debris landslides in the Wenchuan earthquake area.
| Item Type: | Journal Article | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Subjects: | Q Science > QE Geology | ||||||||
| Divisions: | Faculty of Science > Engineering | ||||||||
| Library of Congress Subject Headings (LCSH): | Landslide hazard analysis, Wenchuan Earthquake, China, 2008 | ||||||||
| Journal or Publication Title: | Engineering Geology | ||||||||
| Publisher: | Elsevier BV | ||||||||
| ISSN: | 0013-7952 | ||||||||
| Official Date: | 9 March 2017 | ||||||||
| Dates: |
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| Date of first compliant deposit: | 28 November 2016 | ||||||||
| Volume: | 219 | ||||||||
| Page Range: | pp. 52-63 | ||||||||
| DOI: | 10.1016/j.enggeo.2016.11.020 | ||||||||
| Status: | Peer Reviewed | ||||||||
| Publication Status: | Published | ||||||||
| Access rights to Published version: | Restricted or Subscription Access | ||||||||
| Funder: | China. Guo jia ke xue ji shu bu [Ministry of Science and Technology] (CMST), Zhongguo ke xue yuan [Chinese Academy of Sciences] (CAS) | ||||||||
| Grant number: | 2013CB733201 (CMST), KZZD-EW-05-01, 2016FD030 (CAS) | ||||||||
| Adapted As: |
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