Decreasing Service Life of Buildings Under Regular Explosion Loads

Kaliukh, I.; Dunin, V.; Berchun, Yaroslav

doi:10.1007/s10559-018-0098-9

Cited by 11 publications

(3 citation statements)

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“…Also some researchers are working on geotechnical issues of landslides in Ukraine [11] and decreasing service life of buildings under the regular explosion loads [10]. At the same time others proved the theory that mining activities always have and exclusively caused considerable changes in the environment [7].…”

Section: Introductionmentioning

confidence: 99%

Deformations of Soil Masses Under the Action of Human-Induced Factors

Kuzlo,

Moshynskyi,

Zhukovska

et al. 2024

IAPGOS

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Significant changes in the stress-strain state cause a change in the soil profile of the massif, which is affected by various physical and chemical factors. In particular, groundwater filtration, mass transfer, heat transfer, dissolution and leaching of soil masses. This can lead to various types of accidents. Therefore, the study of the stress-strain state of the soil massif is an important topic. Nonlinear dependences in the form of polynomials of the modulus of deformation and Lame coefficients on the concentration of salt solutions and their temperature have been received in this research based on experimental research and their statistical processing. This allowed improving the mathematical model of the stress-strain state of the soil taking into account the nonlinear deformation processes occurring in the soil masses under the presence and filtration of saline solutions in non-isothermal conditions.

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Section: Introductionmentioning

confidence: 99%

Deformations of Soil Masses Under the Action of Human-Induced Factors

Kuzlo,

Moshynskyi,

Zhukovska

et al. 2024

IAPGOS

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“…The theoretical and methodological issues of these problems are analyzed in the works of modern foreign scientists, including (Vayas et al 2019;Mazzolani and Calado 2019;Tassios et al 2003;Casagli et al 2010;Highland and Bobrowsky 2008;Farenyuk et al 2018Farenyuk et al , 2019Kaliukh et al 2018Kaliukh et al , 2019aKaliukh et al , 2019bSlyusarenko et al 2009Slyusarenko et al , 2010Slyusarenko et al , 2013aSlyusarenko et al , 2013bSlyusarenko et al , 2015Shokarev et al 2005Shokarev et al , 2009) and others.…”

Section: Introductionmentioning

confidence: 99%

The Technical State Evaluation and Protection Measures Development for the Refectory Chamber Building with the Church of the National Kyiv-Pechersk Reserve

Melashenko¹,

Kisil²,

Ishchenko³

et al. 2021

Lecture Notes in Civil Engineering

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The paper presents the results of the technical condition survey and assessment by visual and design criteria carried out for one object of the National Kyiv-Pechersk Historical and Cultural Reserve, namely, the Refectory Chamber complex buildings (Upper Lavra, Fig. 1). The Refectory buildings include the Refectory Church, the Refectory Chamber and the Refectory Kitchen. To assess the Refectory buildings structures technical condition, the constructive solution features of the Refectory buildings individual elements and their structural scheme were analyzed. The Refectory buildings operating conditions were studied with highlighting the main factors affecting the materials and structures durability. The degree and types of damages were identified for building structural elements taking into account their functional purpose and location in a common spatial complex. The mathematical simulation of the Refectory Chamber building structures stressstrain state was carried out and based on its results the deformations forecast was made taking into account the base uneven settlement influence during an emergency soaking.

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“…The theoretical and methodological issues of these problems are analyzed in the works of modern foreign scientists, including (Vayas et al 2019;Mazzolani and Calado 2019;Tassios et al 2003;Barla et al 2013;Casagli et al 2010;Highland and Bobrowsky 2008;Dunin et al 2018a;Farenyuk et al, 2018Farenyuk et al, , 2019Kaliukh and Berchun 2020;Lacasse 2013;Margottini et al 2019;Migon 2013;Slyusarenko et al 2009Slyusarenko et al , 2010Slyusarenko et al , 2013Slyusarenko et al , 2015Shokarev et al 2005Shokarev et al , 2009Shokarev et al , 2020Trofymchuk et al 2018), and others.…”

Section: Pre-introductionmentioning

confidence: 99%

Protection of St. Andrew’s Church Located Within Landslide Hazardous Sites and Ground Constraints

Slyusarenko¹,

Tytarenko²,

Shuminskiy³

et al. 2021

Lecture Notes in Civil Engineering

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In recent decades, the concept of cultural heritage has evolved into one that encompasses an understanding of the history of humanity, together with scientific knowledge and intellectual attitudes. This changing concept has prompted a subsequent reevaluation of what constitutes the outstanding universal values of World Heritage sites and the operational methods for implementing the UNESCO World Heritage Convention. The scope has broadened from studying a single monument in isolation to one that values a multidimensional, multiregional, and inter-disciplinary approach and encapsulates vast spans of human history, as demonstrated by the St. Andrew's Church, located within active landslide systems, Ukraine. Andrew's Church is a unique historical and architectural monument of the eighteenth century built in 1747-1762 by I. Michurin according to B. Rastrelli's design. Since 1968 St. Andrew's Church is a museum, branch of the "Sofiya Kyivska" National reserve, nationally significant site, number 14 St. Andrew's Church was built in Baroque style. The church is located on a hill situated on the top of the Andriivskyi Descent (one of the most ancient streets in the Ukrainian capital) in the central historical district of Kyiv. The ground level varies from 181.7 m (area around the church) to 118.5 m (foot of the hill). The slopes of the hill are dissected by a thick girder-netting network where landslide processes were actively developing and are developing with active movements and erosion processes. Around the development site there is a complex of unfavorable physical and geological phenomena such as landslides, considerable thickness of fill-up ground, significant ground heterogeneity, mechanical suffixation of clay particles into an existing inactive gallery, and external erosion of the hill massif. Based on visual inspection of the superstructure constructions, general technical condition of the above structures can be classified as follows: superstructure building -as unsuitable for normal operation; runway construction -as unsuitable for normal operation. The technical condition of St. Andrew's Church building was assessed as unsuitable for normal operation as a whole that caused an urgent need for geotechnical research and restoration work undertaking.

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Decreasing Service Life of Buildings Under Regular Explosion Loads

Cited by 11 publications

References 0 publications

Deformations of Soil Masses Under the Action of Human-Induced Factors

Deformations of Soil Masses Under the Action of Human-Induced Factors

The Technical State Evaluation and Protection Measures Development for the Refectory Chamber Building with the Church of the National Kyiv-Pechersk Reserve

Protection of St. Andrew’s Church Located Within Landslide Hazardous Sites and Ground Constraints

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