Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea

Very slow secular horizontal movement of ground is commonly not taken into consideration during construction of buildings near slopes and bents with no risks of landslide. However, our observations indicate that a range of objects is marked with such movement. Current study is aimed at determining t...

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Main Authors: Chernyshev Sergei, Lavrusevich Andrew, Evgrafova Irina, Chernyshev Nikolay
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/61/e3sconf_itese18_01039.pdf
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spelling doaj-c95b562326be487f97ba2728f739eed32021-02-02T07:00:04ZengEDP SciencesE3S Web of Conferences2267-12422019-01-011350103910.1051/e3sconf/201913501039e3sconf_itese18_01039Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White SeaChernyshev Sergei0Lavrusevich Andrew1Evgrafova Irina2Chernyshev Nikolay3Moscow State University of Civil EngineeringMoscow State University of Civil EngineeringMoscow State University of Civil EngineeringMinistry of CultureVery slow secular horizontal movement of ground is commonly not taken into consideration during construction of buildings near slopes and bents with no risks of landslide. However, our observations indicate that a range of objects is marked with such movement. Current study is aimed at determining the rate of the sand ground dislocations near the ultimately steep slope. In order to determine the rate, we conducted periodical measurements of the width of the tensile fractures in the loadbearing walls of the building constructed in 1830. Building of the object and its restoration in the current century have led to the imperfect structure of the building, lacking steel ties in the brick walls, which should have been installed at different levels, specifically under the floor and at the level of the vault abutment. The absence of ties has resulted in rupturing of the examined building due to tensioning of the moving foundation. The errors of the constructors have transformed this building into an object that can be used to determine the rate of ground movement.It is not a unique case, as this small velocity is often neglected, which, however, results into the wall fracturing in the course of long-term use.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/61/e3sconf_itese18_01039.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Chernyshev Sergei
Lavrusevich Andrew
Evgrafova Irina
Chernyshev Nikolay
spellingShingle Chernyshev Sergei
Lavrusevich Andrew
Evgrafova Irina
Chernyshev Nikolay
Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea
E3S Web of Conferences
author_facet Chernyshev Sergei
Lavrusevich Andrew
Evgrafova Irina
Chernyshev Nikolay
author_sort Chernyshev Sergei
title Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea
title_short Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea
title_full Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea
title_fullStr Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea
title_full_unstemmed Secular deformations of the sand ground of Golgotha Mount on the Anzer Island of the Solovetsky Islands in the White Sea
title_sort secular deformations of the sand ground of golgotha mount on the anzer island of the solovetsky islands in the white sea
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2019-01-01
description Very slow secular horizontal movement of ground is commonly not taken into consideration during construction of buildings near slopes and bents with no risks of landslide. However, our observations indicate that a range of objects is marked with such movement. Current study is aimed at determining the rate of the sand ground dislocations near the ultimately steep slope. In order to determine the rate, we conducted periodical measurements of the width of the tensile fractures in the loadbearing walls of the building constructed in 1830. Building of the object and its restoration in the current century have led to the imperfect structure of the building, lacking steel ties in the brick walls, which should have been installed at different levels, specifically under the floor and at the level of the vault abutment. The absence of ties has resulted in rupturing of the examined building due to tensioning of the moving foundation. The errors of the constructors have transformed this building into an object that can be used to determine the rate of ground movement.It is not a unique case, as this small velocity is often neglected, which, however, results into the wall fracturing in the course of long-term use.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/61/e3sconf_itese18_01039.pdf
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