Geological and hydrological study of a deep-seated toppling using time-lapse electrical resistivity tomography

Shenghua Cui , Hui Wang , Xiangjun Pei , Shuang He , Mengjie Yang , Xiangning Xu , Guoping Xiang , Danqing Song , Yixiang Song , Jianxin Song , Yu Wang

Geohazard Mechanics ›› 2026, Vol. 4 ›› Issue (2) : 122 -140.

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Geohazard Mechanics ›› 2026, Vol. 4 ›› Issue (2) :122 -140. DOI: 10.1016/j.ghm.2026.05.001
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Geological and hydrological study of a deep-seated toppling using time-lapse electrical resistivity tomography
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Abstract

The toppling stability is influenced by hydrogeology. However, the correlation between toppling and ground- water is complex and remains poorly be understood compared to the relationship between slides and ground- water. In this study, a geo-electrical investigation of the deep-seated Shidaguan toppling in southwestern China was conducted between April 2019 and May 2020. The material types of the toppling were determined and a morphological structural model was established based on drilling and apparent resistivity data. Time-lapse electrical resistivity tomography (ERT) was used to monitor the internal water flow processes within a large- scale deep-seated toppling. The processes of surface water infiltration and internal migration were captured, and a hydrological-mechanical coupling model was established. The model reveals that rainfall infiltrates the toppling body through priority flow paths, such as tension cracks, flexural fracture zones, and sliding surfaces, which leads to a reduction in shear strength along the basal surface. Furthermore, critical areas for monitoring and early warning of toppling were identified based on the evolution of deformation and water migration.

Keywords

Toppling / Time-lapse electrical resistivity tomography / Geological model / Hydrological model / Geophysical investigation

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Shenghua Cui, Hui Wang, Xiangjun Pei, Shuang He, Mengjie Yang, Xiangning Xu, Guoping Xiang, Danqing Song, Yixiang Song, Jianxin Song, Yu Wang. Geological and hydrological study of a deep-seated toppling using time-lapse electrical resistivity tomography. Geohazard Mechanics, 2026, 4 (2) : 122-140 DOI:10.1016/j.ghm.2026.05.001

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CRediT authorship contribution statement

Shenghua Cui: Data curation, Funding acquisition, Methodology. Hui Wang: Investigation, Writing - original draft. Xiangjun Pei: Funding acquisition, Project administration. Shuang He: Investigation, Methodology. Mengjie Yang: Investigation. Xiangning Xu: Data curation. Guoping Xiang: Investigation. Danqing Song: Conceptuali- zation. Yixiang Song: Methodology. Jianxin Song: Project adminis- tration. Yu Wang: Methodology.

Declaration of competing interest

All authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgments

This study was partially supported by National Key R&D Program of China (No. 2023YFC3007104) and National Science Foundation of China (No. 41931296).

References

[1]

R.E. Goodman,Toppling of rock slopes, Proc. Specialty Conf. Rock Eng. Found. Slopes 2 (1976) 201-234.

[2]

D. Adhikary A. Dyskin, Modelling of progressive and instantaneous failures of foliated rock slopes, Rock Mech. Rock Eng. 40 (2007) 349-362.

[3]

W.P. Barnett, Geological control on slope failure mechanisms in the open pit at the Venetia Mine, S. Afr. J. Geol. 106 (2-3) (2003) 149-164.

[4]

G. Crosta, P. Frattini, F. Agliardi, Deep seated gravitational slope deformations in the European Alps, Tectonophysics 605 (2013) 13-33.

[5]

D. Cruden, X. Hu, Z. Lu, Rock topples in the highway cut west of Clairvaux Creek, Jasper, Alberta, Can. Geotech. J. 30 (6) (1993) 1016-1023.

[6]

R. Huang W. Li, Formation, distribution and risk control of landslides in China, J. Rock Mech. Geotech. Eng. 3 (2) (2011) 97-116.

[7]

Z. Li, L. Li, L. Wang, R.Y. Liang, A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit, Eng. Geol. 197 (2015) 20-32.

[8]

N.K. Tamrakar, S. Yokota, O. Osaka, A toppled structure with sliding in the Siwalik Hills, midwestern Nepal, Eng. Geol. 64 (4) (2002) 339-350.

[9]

R. Woodward, The investigation of toppling slope failures in welded ash flow tuff at Glennies Creek Dam, New South Wales, Q. J. Eng. Geol. Hydrogeol. 21 (4) (1988) 289-298.

[10]

S. Gschwind, S. Loew, A. Wolter, Multi-stage structural and kinematic analysis of a retrogressive rock slope instability complex (Preonzo, Switzerland), Eng. Geol. 252 (2019) 27-42.

[11]

J. Lenart, T. Pánek, Comments on “structural-tectonic controls and geomorphology of the karst corridors in alpine limestone ridges: southern Carpathians, Romania” by L. Tîrlă and I. Vijulie, Geomorphology 197 (2013) 123-136. Geomorphology. 223 (2014) 90-95.

[12]

J.V. Smith, Self-stabilization of toppling and hillside creep in layered rocks, Eng. Geol. 196 (2015) 139-149.

[13]

S. Binet, Y. Guglielmi, C. Bertrandet, J. Mudry, Unstable rock slope hydrogeology: insights from the large-scale study of western Argentera-Mercantour hillslopes (South-East France), Bull. Soc. Geol. Fr. 178 (2) (2007) 159-168.

[14]

F. Cappa, Y. Guglielmi, V. Soukatchoff, J. Mudry, C. Bertrand, A. Charmoille, Hydromechanical modeling of a large moving rock slope inferred from slope levelling coupled to spring long-term hydrochemical monitoring: example of the La Clapière landslide (Southern Alps, France), J. Hydrol. 291 (1-2) (2004) 67-90.

[15]

T. Strauhal, S. Loew, M. Holzmann, C. Zangerl, Detailed hydrogeological analysis of a deep-seated rockslide at the Gepatsch reservoir (Klasgarten, Austria), Hydrogeol. J. 24 (2) (2016) 349-371.

[16]

J. Travelletti, P. Sailhac, J.P. Malet, G. Grandjean, J. Ponton, Hydrological response of weathered clay-shale slopes: water infiltration monitoring with time- lapse electrical resistivity tomography, Hydrol. Process. 26 (14) (2012) 2106-2119.

[17]

F. Bruno F. Martillier, Test of high-resolution seismic reflection and other geophysical techniques on the Boup landslide in the Swiss Alps, Surv. Geophys. 21 (2000) 335-350.

[18]

A. Perrone, A. Iannuzzi, V. Lapenna, P. Lorenzo, S. Piscitelli, E. Rizzo, F. Sdao, High-resolution electrical imaging of the Varco d'Izzo earthflow (southern Italy), J. Appl. Geophys. 56 (1) (2004) 17-29.

[19]

C. Shan, M. Bastani, A. Malehmir, L. Persson, M. Engdahl, Integrated 2D modeling and interpretation of geophysical and geotechnical data to delineate quick clays at a landslide site in southwest Sweden, Geophysics 79 (4) (2014) EN61-EN75.

[20]

V. Lapenna, P. Lorenzo, A. Perrone, S. Piscitelli, E. Rizzo, F. Sdao, 2D electrical resistivity imaging of some complex landslides in Lucanian Apennine chain, southern Italy, Geophysics. 70 (3) (2005) B11-B18.

[21]

C.R. Miller, P.S. Routh, T.R. Brosten, J.P. McNamara, Application of time-lapse ERT imaging to watershed characterization, Geophysics 73 (3) (2008) G7-G17.

[22]

G. Grandjean, C. Pennetier, A. Bitri, O. Meric, J.P. Malet, Characterization of the internal structure and the hydric state of clayey-marly landslides through geophysical tomography: example of the super-sauze earthflow (French South Alps), C. R. Geosci. 338 (9) (2006) 587-595.

[23]

V. Naudet, M. Lazzari, A. Perrone, A. Loperte, S. Piscitelli, V. Lapenna, Integrated geophysical and geomorphological approach to investigate the snowmelt-triggered landslide of Bosco Piccolo village (Basilicata, southern Italy), Eng. Geol. 98 (3-4) (2008) 156-167.

[24]

G. Bièvre, D. Jongmans, T. Winiarski, V. Zumbo, Application of geophysical measurements for assessing the role of fissures in water infiltration within a clay landslide (trièves area, French Alps), Hydrol. Process. 26 (14) (2012) 2128-2142.

[25]

T. Lebourg, S. Binet, E. Tric, H. Jomard, S. El Bedoui, Geophysical survey to estimate the 3D sliding surface and the 4D evolution of the water pressure on part of a deep seated landslide, Terra Nova 17 (5) (2005) 399-406.

[26]

B. Heincke, T. Günther, E. Dalsegg, J.S. Rønning, G.V. Ganerød, H. Elvebakk, Combined three-dimensional electric and seismic tomography study on the Åknes rockslide in western Norway, J. Appl. Geophys. 70 (4) (2010) 292-306.

[27]

O. Meric, S. Garambois, D. Jongmans, M. Wathelet, J.-L. Chatelain, J. Vengeon, Application of geophysical methods for the investigation of the large gravitational mass movement of Séchilienne, France, Can. Geotech. J. 42 (4) (2005) 1105-1115.

[28]

S. Cui, X. Pei, Y. Jiang, G. Wang, X. Fan, Q. Yang, R. Huang, Liquefaction within a bedding fault: understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms= 8.0), Eng. Geol. 295 (2021) 106455.

[29]

G. Grandjean, J.-C. Gourry, O. Sanchez, A. Bitri, S. Garambois, Structural study of the Ballandaz landslide (French Alps) using geophysical imagery, J. Appl. Geophys. 75 (3) (2011) 531-542.

[30]

K. Suzuki S. Higashi, Groundwater flow after heavy rain in landslide-slope area from 2-D inversion of resistivity monitoring data, Geophysics 66 (3) (2001) 733-743.

[31]

E. Niesner, Subsurface resistivity changes and triggering influences detected by continuous geoelectric monitoring, Lead. Edge 29 (8) (2010) 952-955.

[32]

K. Gelisli, H. Ersoy, Landslide investigation with the use of geophysical methods: a case study in Northeastern Turkey, Advances in Biology & Earth Sciences 2 (1) (2017) 52-64.

[33]

A. Binley, S.S. Hubbard, J.A. Huisman, A. Revil, D.A. Robinson, K. Singha, L. D. Slater, The emergence of hydrogeophysics for improved understanding of subsurface processes over multiple scales, Water Resour. Res. 51 (6) (2015) 3837-3866.

[34]

A. Binley, G. Cassiani, R. Deiana, Hydrogeophysics: opportunities and challenges, Boll. Geofis. Teor. Appl. 51 (4) (2010).

[35]

O. Le Roux, D. Jongmans, J. Kasperski, S. Schwartz, P. Potherat, V. Lebrouc, R. Lagabrielle, O. Meric, Deep geophysical investigation of the large Séchilienne landslide (Western Alps, France) and calibration with geological data, Eng. Geol. 120 (1-4) (2011) 18-31.

[36]

R. Mollica, R. de Franco, G. Caielli, G. Boniolo, G. Crosta, A. Motti, A. Villa, R. Castellanza, Micro electrical resistivity tomography for seismic liquefaction study, J. Appl. Geophys. 180 (2020) 104124.

[37]

J. Gance, J.P. Malet, R. Supper, P. Sailhac, D. Ottowitz, B. Jochum, Permanent electrical resistivity measurements for monitoring water circulation in clayey landslides, J. Appl. Geophys. 126 (2016) 98-115.

[38]

E. Palis, T. Lebourg, E. Tric, J.P. Malet, M. Vidal, Long-term monitoring of a large deep-seated landslide (La Clapiere, South-East French Alps): initial study, Landslides 14 (2017) 155-170.

[39]

M. Karaoulis, P. Tsourlos, J.H. Kim, A. Revil, 4D time-lapse ERT inversion: introducing combined time and space constraints, Near Surf. Geophys. 12 (1) (2014) 25-34.

[40]

S. Cui, X. Pei, H. Yang, Q. Yang, L. Zhu, Earthquake-induced stress amplification and rock fragmentation within a deep-seated bedding fault: case study of the Daguangbao landslide triggered by the 2008 Wenchuan earthquake, Ms= 8.0), Lithosphere 2021 (7) (2022) 6387274.

[41]

J. Robinson, L. Slater, T. Johnson, A. Shapiro, C. Tiedeman, D. Ntarlagiannis, C. Johnson, F. Day-Lewis, P. Lacombe, T. Imbrigiotta, Imaging pathways in fractured rock using three-dimensional electrical resistivity tomography, Groundwater 54 (2) (2016) 186-201.

[42]

R. Di Maio E. Piegari, A study of the stability analysis of pyroclastic covers based on electrical resistivity measurements, J. Geophys. Eng. 9 (2) (2012) 191-200.

[43]

J. Chambers, P. Wilkinson, O. Kuras, J. Ford, D. Gunn, P. Meldrum, C. Pennington, A. Weller, P. Hobbs, R. Ogilvy, Three-dimensional geophysical anatomy of an active landslide in Lias Group mudrocks, Cleveland Basin, UK, Geomorphology 125 (4) (2011) 472-484.

[44]

M.M. Crawford, L.S. Bryson, Assessment of active landslides using field electrical measurements, Eng. Geol. 233 (2018) 146-159.

[45]

B. Pasierb, M. Grodecki, R. Gwóźdź Geophysical and geotechnical approach to a landslide stability assessment: a case study, Acta Geophys. Pol. 67 (6) (2019) 1823-1834.

[46]

S.F. Chen, C.J. Wilson, Emplacement of the longmen Shan Thrust-Nappe Belt along the eastern margin of the Tibetan Plateau, J. Struct. Geol. 18 (4) (1996) 413-430.

[47]

E. Kirby, K.X. Whipple, B.C. Burchfiel, W. Tang, G. Berger, Z. Sun, Z. Chen, Neotectonics of the Min Shan, China: implications for mechanisms driving Quaternary deformation along the eastern margin of the Tibetan Plateau, Geol. Soc. Am. Bull. 112 (3) (2000) 375-393.

[48]

E. Wang, Q. Meng, Mesozoic and Cenozoic tectonic evolution of the Longmenshan fault belt, Sci. China, Ser. D Earth Sci. 52 (5) (2009) 579-592.

[49]

S. Cui, H. Wu, X. Pei, Q. Yang, R. Huang, B. Guo, Characterizing the spatial distribution, frequency, geomorphological and geological controls on landslides triggered by the 1933 Mw 7.3 Diexi Earthquake, Sichuan, China, Geomorphology 403 (2022) 108177.

[50]

C. Shao, Y. Li, H. Lan, P. Li, R. Zhou, H. Ding, Z. Yan, S. Dong, L. Yan, T. Deng, The role of active faults and sliding mechanism analysis of the 2017 Maoxian postseismic landslide in Sichuan, China, Bull. Eng. Geol. Environ. 78 (2019) 5635-5651.

[51]

B. Tian, Z. Li, M. Zhang, L. Huang, Y. Qiu, Z. Li, P. Tang, Mapping thermokarst lakes on the Qinghai-Tibet Plateau using nonlocal active contours in Chinese GaoFen-2 multispectral imagery, IEEE J. Sel. Top. Appl. Earth Obs. Remote Sens. 10 (5) (2017) 1687-1700.

[52]

M. Zhang, Y. Yin, Dynamics, mobility-controlling factors and transport mechanisms of rapid long-runout rock avalanches in China, Eng. Geol. 167 (2013) 37-58.

[53]

M. Karaoulis, A. Revil, P. Tsourlos, D. Werkema, B. Minsley, IP4DI: a software for time-lapse 2D/3D DC-resistivity and induced polarization tomography, Comput. Geosci. 54 ( 2013) 164-170.

[54]

C. Ling, Q. Xu, Q. Zhang, J. Ran, H. Lv, Application of electrical resistivity tomography for investigating the internal structure of a translational landslide and characterizing its groundwater circulation (Kualiangzi landslide, Southwest China), J. Appl. Geophys. 131 (2016) 154-162.

[55]

R. Scandroglio, D. Draebing, M. Offer, M. Krautblatter, 4D quantification of alpine permafrost degradation in steep rock walls using a laboratory-calibrated electrical resistivity tomography approach, Near Surf. Geophys. 19 (2) (2021) 241-260.

[56]

L.J. Su, X.Q. Xu, X.Y. Geng, S.Q. Liang, An integrated geophysical approach for investigating hydro-geological characteristics of a debris landslide in the Wenchuan earthquake area, Eng. Geol. 219 (2017) 52-63.

[57]

M. Loke, T. Dahlin, D. Rucker, Smoothness-constrained time-lapse inversion of data from 3D resistivity surveys, Near Surf. Geophys. 12 (1) (2014) 5-24.

[58]

D.J. LaBrecque X. Yang, Difference inversion of ERT data: a fast inversion method for 3-D in situ monitoring, J. Environ. Eng. Geophys. 6 (2) (2001) 83-89.

[59]

J.H. Kim, M.J. Yi, S.G. Park, J.G. Kim, 4-D inversion of DC resistivity monitoring data acquired over a dynamically changing earth model, J. Appl. Geophys. 68 (4) (2009) 522-532.

[60]

G. Tu H. Deng, Characteristics of a deep-seated flexural toppling fracture and its relations with downcutting by the Lancang River: a case study on a steeply dipping layered rock slope, Southwest China, Eng. Geol. 275 (2020) 105754.

[61]

G. Cassiani, A. Godio, S. Stocco, A. Villa, R. Deiana, P. Frattini, M. Rossi, Monitoring the hydrologic behaviour of a mountain slope via time-lapse electrical resistivity tomography, Near Surf. Geophys. 7 (5-6) (2009) 475-486.

[62]

D. Xu, X.Y. Hu, C.L. Shan, R.H. Li, Landslide monitoring in southwestern China via time-lapse electrical resistivity tomography, Appl. Geophys. 13 (1) (2016) 1-12.

[63]

M. Chigira, Long-term gravitational deformation of rocks by mass rock creep, Eng. Geol. 32 (3) (1992) 157-184.

[64]

O. Yokoyama, Evolution of uphill-facing scarps by flexural toppling of slate with high-angle faults, Geomorphology 352 (2020) 106977.

[65]

R. Huang, Q. Xu, J. Huo, Mechanism and geo-mechanics models of landslides triggered by 5.12 Wenchuan earthquake, J. Mt. Sci. 8 (2011) 200-210.

[66]

Y. Ning, G. Zhang, H. Tang, W. Shen, P. Shen, Process analysis of toppling failure on anti-dip rock slopes under seismic load in southwest China, Rock Mech. Rock Eng. 52 (2019) 4439-4455.

[67]

D.W. Oldenburg Y. Li, Estimating depth of investigation in dc resistivity and IP surveys, Geophysics 64 (2) (1999) 403-416.

[68]

R. Hübner, K. Heller, T. Günther, A. Kleber, Monitoring hillslope moisture dynamics with surface ERT for enhancing spatial significance of hydrometric point measurements, Hydrol. Earth Syst. Sci. 19 (1) (2015) 225-240.

[69]

V. Pazzi, M. Di Filippo, M. Di Nezza, T. Carlà F. Bardi, F. Marini, K. Fontanelli, E. Intrieri, R. Fanti, Integrated geophysical survey in a sinkhole-prone area: microgravity, electrical resistivity tomographies, and seismic noise measurements to delimit its extension, Eng. Geol. 243 (2018) 282-293.

[70]

T.C. Johnson, L.D. Slater, D. Ntarlagiannis, F.D. Day-Lewis, M. Elwaseif, Monitoring groundwater-surface water interaction using time-series and time- frequency analysis of transient three-dimensional electrical resistivity changes, Water Resour. Res. 48 (7) (2012).

[71]

O. Kuras, J.D. Pritchard, P.I. Meldrum, J.E. Chambers, P.B. Wilkinson, R.D. Ogilvy, G.P. Wealthall, Monitoring hydraulic processes with automated time-lapse electrical resistivity tomography (ALERT), C. R. Geosci. 341 (10-11) (2009) 868-885.

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