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Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики. / Бурлуцкий, Станислав Борисович; Шувалова, Римма Артемовна; Глазунов, Владимир; Жданов, Сергей Витальевич.

In: Journal of Mining Institute, Vol. 257, 11.2022, p. 771-782.

Research output: Contribution to journal › Article › peer-review

Harvard

Бурлуцкий, СБ, Шувалова, РА, Глазунов, В & Жданов, СВ 2022, 'Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики', Journal of Mining Institute, vol. 257, pp. 771-782. https://doi.org/10.31897/PMI.2022.86

APA

Бурлуцкий, С. Б., Шувалова, Р. А., Глазунов, В., & Жданов, С. В. (2022). Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики. Journal of Mining Institute, 257, 771-782. https://doi.org/10.31897/PMI.2022.86

Vancouver

Бурлуцкий СБ, Шувалова РА, Глазунов В, Жданов СВ. Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики. Journal of Mining Institute. 2022 Nov;257:771-782. https://doi.org/10.31897/PMI.2022.86

Author

Бурлуцкий, Станислав Борисович ; Шувалова, Римма Артемовна ; Глазунов, Владимир ; Жданов, Сергей Витальевич. / Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики. In: Journal of Mining Institute. 2022 ; Vol. 257. pp. 771-782.

BibTeX

@article{d09378fd73d3469eaa18939aedb4642a,
title = "Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики",
abstract = "Landslides are among the most dangerous geological processes, posing a threat to all engineering structures. In order to assess the stability of slopes, complex engineering surveys are used, the results of which are necessary to perform computations of the stability of soil masses and assess the risks of landslide development. The results of integrated geological and geophysical studies of a typical landslide slope in the North-Western Caucasus spurs, composed of clayey soils, are presented. The purpose of the work is to increase the reliability of assessing the stability of a landslide mass by constructing a 3D model of the slope, including its main structural elements, identified using modern methods of engineering geophysics. Accounting for geophysical data in the formation of the computed 3D model of the slope made it possible to identify important structural elements of the landslide, which significantly affected the correct computation of its stability.",
keywords = "electrical and seismic tomography, geophysical studies of landslides, landslide slopes, landslides, sliding surface, slope stability computation, stability factor",
author = "Бурлуцкий, {Станислав Борисович} and Шувалова, {Римма Артемовна} and Владимир Глазунов and Жданов, {Сергей Витальевич}",
year = "2022",
month = nov,
doi = "10.31897/PMI.2022.86",
language = "русский",
volume = "257",
pages = "771--782",
journal = "Journal of Mining Institute",
issn = "2411-3336",
publisher = "Национальный минерально-сырьевой университет «Горный»",

}

RIS

TY - JOUR

T1 - Повышение достоверности 3D-моделирования оползневого склона на основе учета данных инженерной геофизики

AU - Бурлуцкий, Станислав Борисович

AU - Шувалова, Римма Артемовна

AU - Глазунов, Владимир

AU - Жданов, Сергей Витальевич

PY - 2022/11

Y1 - 2022/11

N2 - Landslides are among the most dangerous geological processes, posing a threat to all engineering structures. In order to assess the stability of slopes, complex engineering surveys are used, the results of which are necessary to perform computations of the stability of soil masses and assess the risks of landslide development. The results of integrated geological and geophysical studies of a typical landslide slope in the North-Western Caucasus spurs, composed of clayey soils, are presented. The purpose of the work is to increase the reliability of assessing the stability of a landslide mass by constructing a 3D model of the slope, including its main structural elements, identified using modern methods of engineering geophysics. Accounting for geophysical data in the formation of the computed 3D model of the slope made it possible to identify important structural elements of the landslide, which significantly affected the correct computation of its stability.

AB - Landslides are among the most dangerous geological processes, posing a threat to all engineering structures. In order to assess the stability of slopes, complex engineering surveys are used, the results of which are necessary to perform computations of the stability of soil masses and assess the risks of landslide development. The results of integrated geological and geophysical studies of a typical landslide slope in the North-Western Caucasus spurs, composed of clayey soils, are presented. The purpose of the work is to increase the reliability of assessing the stability of a landslide mass by constructing a 3D model of the slope, including its main structural elements, identified using modern methods of engineering geophysics. Accounting for geophysical data in the formation of the computed 3D model of the slope made it possible to identify important structural elements of the landslide, which significantly affected the correct computation of its stability.

KW - electrical and seismic tomography

KW - geophysical studies of landslides

KW - landslide slopes

KW - landslides

KW - sliding surface

KW - slope stability computation

KW - stability factor

UR - http://www.scopus.com/inward/record.url?scp=85142108111&partnerID=8YFLogxK

UR - https://www.mendeley.com/catalogue/c27c3e74-4d49-333d-9025-11b5b5fb8cfe/

U2 - 10.31897/PMI.2022.86

DO - 10.31897/PMI.2022.86

M3 - статья

VL - 257

SP - 771

EP - 782

JO - Journal of Mining Institute

JF - Journal of Mining Institute

SN - 2411-3336

ER -

ID: 100739781