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Practical considerations for using petrophysics and geoelectrical methods on clay rich landslides

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Practical considerations for using petrophysics and geoelectrical methods on clay rich landslides. / Boyd, J.P.; Binley, A.; Wilkinson, P. et al.
In: Engineering Geology, Vol. 334, 107506, 31.05.2024.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Boyd JP, Binley A, Wilkinson P, Holmes J, Bruce E, Chambers J. Practical considerations for using petrophysics and geoelectrical methods on clay rich landslides. Engineering Geology. 2024 May 31;334:107506. Epub 2024 Apr 18. doi: 10.1016/j.enggeo.2024.107506

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@article{e16f33994c3543f4b4f34706e6bdce0a,
title = "Practical considerations for using petrophysics and geoelectrical methods on clay rich landslides",
abstract = "Understanding the geological and hydrological conditions present within an unstable slope is crucial for assessing the likelihood of failure. Recently, geoelectrical characterization and monitoring of landslides has become increasingly prevalent in this context, due to the spatial sensitivity of electrical methods to critical hydro-mechanical parameters. We explore a situational relationship between resistivity and matric potential (or negative pore pressure), which is a key parameter in estimating the resistance to shear in geological materials, and gravimetric moisture content (GMC). We have chosen a well-characterized active landslide instrumented with geoelectrical monitoring technology, the Hollin Hill Landslide Observatory, situated in Lias rocks in the southern Howardian Hills, United Kingdom. We report on petrophysical relationships between porosity, GMC, electrical resistivity, and matric potential. We trial the application of these petrophysical relationships to inverted resistivity images. Ground model development is achieved through a mixture of clustering resistivity distributions and analysis of surface movements. Our findings show the shrink swell properties of clay result in a variable porosity, which is problematic for applying classic petrophysical relationships documented in the literature. Moreover, directly translating resistivity distributions into matric potential has additional challenges. Nonetheless, volumetric imaging of resistivity suggest that low shear strengths are concentrated downslope of a rotational backscarp. We infer that an accumulation of moisture drives the development of a slip surface at depth, which subsequently manifests in failure at the ground surface. We conclude that the time-lapse resistivity images alone could not be used to infer the pore pressure conditions present within the slope without development of the petrophysical relationships shown here. Therefore, we suggest that the results have practical implications for landslide monitoring with geophysical methods. {\textcopyright} 2024 The Author(s)",
keywords = "Geoelectrical monitoring, Geophysics, Landslides, Petrophysics, Geology, Moisture, Parameter estimation, Pore pressure, Geoelectrical, Geoelectrical methods, Geological conditions, Hydrological condition, Matric potential, Petrophysical relationship, Resistivity distributions, Resistivity images",
author = "J.P. Boyd and A. Binley and P. Wilkinson and J. Holmes and E. Bruce and J. Chambers",
year = "2024",
month = may,
day = "31",
doi = "10.1016/j.enggeo.2024.107506",
language = "English",
volume = "334",
journal = "Engineering Geology",
issn = "0013-7952",
publisher = "Elsevier",

}

RIS

TY - JOUR

T1 - Practical considerations for using petrophysics and geoelectrical methods on clay rich landslides

AU - Boyd, J.P.

AU - Binley, A.

AU - Wilkinson, P.

AU - Holmes, J.

AU - Bruce, E.

AU - Chambers, J.

PY - 2024/5/31

Y1 - 2024/5/31

N2 - Understanding the geological and hydrological conditions present within an unstable slope is crucial for assessing the likelihood of failure. Recently, geoelectrical characterization and monitoring of landslides has become increasingly prevalent in this context, due to the spatial sensitivity of electrical methods to critical hydro-mechanical parameters. We explore a situational relationship between resistivity and matric potential (or negative pore pressure), which is a key parameter in estimating the resistance to shear in geological materials, and gravimetric moisture content (GMC). We have chosen a well-characterized active landslide instrumented with geoelectrical monitoring technology, the Hollin Hill Landslide Observatory, situated in Lias rocks in the southern Howardian Hills, United Kingdom. We report on petrophysical relationships between porosity, GMC, electrical resistivity, and matric potential. We trial the application of these petrophysical relationships to inverted resistivity images. Ground model development is achieved through a mixture of clustering resistivity distributions and analysis of surface movements. Our findings show the shrink swell properties of clay result in a variable porosity, which is problematic for applying classic petrophysical relationships documented in the literature. Moreover, directly translating resistivity distributions into matric potential has additional challenges. Nonetheless, volumetric imaging of resistivity suggest that low shear strengths are concentrated downslope of a rotational backscarp. We infer that an accumulation of moisture drives the development of a slip surface at depth, which subsequently manifests in failure at the ground surface. We conclude that the time-lapse resistivity images alone could not be used to infer the pore pressure conditions present within the slope without development of the petrophysical relationships shown here. Therefore, we suggest that the results have practical implications for landslide monitoring with geophysical methods. © 2024 The Author(s)

AB - Understanding the geological and hydrological conditions present within an unstable slope is crucial for assessing the likelihood of failure. Recently, geoelectrical characterization and monitoring of landslides has become increasingly prevalent in this context, due to the spatial sensitivity of electrical methods to critical hydro-mechanical parameters. We explore a situational relationship between resistivity and matric potential (or negative pore pressure), which is a key parameter in estimating the resistance to shear in geological materials, and gravimetric moisture content (GMC). We have chosen a well-characterized active landslide instrumented with geoelectrical monitoring technology, the Hollin Hill Landslide Observatory, situated in Lias rocks in the southern Howardian Hills, United Kingdom. We report on petrophysical relationships between porosity, GMC, electrical resistivity, and matric potential. We trial the application of these petrophysical relationships to inverted resistivity images. Ground model development is achieved through a mixture of clustering resistivity distributions and analysis of surface movements. Our findings show the shrink swell properties of clay result in a variable porosity, which is problematic for applying classic petrophysical relationships documented in the literature. Moreover, directly translating resistivity distributions into matric potential has additional challenges. Nonetheless, volumetric imaging of resistivity suggest that low shear strengths are concentrated downslope of a rotational backscarp. We infer that an accumulation of moisture drives the development of a slip surface at depth, which subsequently manifests in failure at the ground surface. We conclude that the time-lapse resistivity images alone could not be used to infer the pore pressure conditions present within the slope without development of the petrophysical relationships shown here. Therefore, we suggest that the results have practical implications for landslide monitoring with geophysical methods. © 2024 The Author(s)

KW - Geoelectrical monitoring

KW - Geophysics

KW - Landslides

KW - Petrophysics

KW - Geology

KW - Moisture

KW - Parameter estimation

KW - Pore pressure

KW - Geoelectrical

KW - Geoelectrical methods

KW - Geological conditions

KW - Hydrological condition

KW - Matric potential

KW - Petrophysical relationship

KW - Resistivity distributions

KW - Resistivity images

U2 - 10.1016/j.enggeo.2024.107506

DO - 10.1016/j.enggeo.2024.107506

M3 - Journal article

VL - 334

JO - Engineering Geology

JF - Engineering Geology

SN - 0013-7952

M1 - 107506

ER -