МОНІТОРИНГ СЕЗОННОГО РОЗКРИТТЯ ТРІЩИН НА ПРИКЛАДІ НАЦІОНАЛЬНОГО ЗАПОВІДНИКА «СОФІЯ КИЇВСЬКА»

Publikováno v: Сучасні проблеми Архітектури та Містобудування; № 61 (2021); 276-291
Current problems of architecture and urban planning; No. 61 (2021); 276-291

An instrumental method for monitoring changes in the width of crack opening in the constructions of the National Reserve "Sofia Kievska" is presented. Due to the uneven sediment of the foundations, causing the appearance of stress and effort in the l

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=scientific_p::081fdd505e66b33d35f8e5b2d5044c37
http://archinform.knuba.edu.ua/article/view/247087

Physical model tests and numerical simulation for assessing the stability of brick-lined tunnels

Autor: Hai-Sui Yu, Martin J. Smith, Han-Mei Chen

Publikováno v: TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Nowadays, numerical modelling is increasingly used to assess the stability of tunnels and underground caverns. However, an analysis of the mechanical behaviour of existing brick-lined tunnels remains challenging due to the complex material components

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ec81f0182c534dd3e7316890d055b4d7

Modelling the relationship between water level and vertical displacements on the Yamula Dam, Turkey

Autor: T. Bayrak

Publikováno v: Natural Hazards and Earth System Sciences
Natural Hazards and Earth System Sciences, Copernicus Publ. / European Geosciences Union, 2007, 7 (2), pp.289-297
Natural Hazards and Earth System Sciences, Vol 7, Iss 2, Pp 289-297 (2007)

onitoring deformation pattern of dams is often one of the most effective ways to understand their safety status. The main objective of the study is to find the extent to which rising reservoir level affects the mechanism of deformation of The Yamula

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7bc9d90ca7718b2006c007b187e89ddc
https://hal.archives-ouvertes.fr/hal-00299426/document