Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Nataša Štambuk Cvitanović"'
Publikováno v:
Geosciences, Vol 13, Iss 5, p 141 (2023)
The paper presents a simple yet efficient way to track the void ratio, the water content, and the degree of saturation of a swelling material during saturation. The research aimed to quantitatively describe the drying and wetting processes of the swe
Externí odkaz:
https://doaj.org/article/4a78b8edbd4c4f18acc19e213314c163
Publikováno v:
Symmetry, Vol 14, Iss 10, p 2170 (2022)
Soft rocks in various forms of marly materials have an important role in the geological structure of Dalmatia (Croatia) and Budapest region (Hungary). These materials can cause serious problems in design and construction, due to their complex behavio
Externí odkaz:
https://doaj.org/article/cc27f58ddbc54835aae92a3b4d7add6c
Autor:
Ingrid Tomac, Biljana Kovačević Zelić, Dunja Perić, Dubravko Domitrović, Nataša Štambuk Cvitanović, Helena Vučenović, Jelena Parlov, Josip Stipčević, Darko Matešić, Bojan Matoš, Igor Vlahović
Publikováno v:
Earthquake Spectra. 39:653-686
This article presents geotechnical reconnaissance data that characterize the formation of 122 new and 49 historical cover-collapse sinkholes within 1.13 km2 area in 12 months following the MW 6.4 earthquake that occurred on 29 December 2020, in Petri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bba4fde5621fc4cd513f8d8f539cb1df
https://doi.org/10.1177/87552930221115759
https://doi.org/10.1177/87552930221115759
Publikováno v:
Rudarsko-geološko-naftni Zbornik, Vol 11, Iss 1, Pp 53-60 (1999)
Assuming the necessity of analysis, diagnosis and preservation of existing valuable stone masonry structures and ancient monuments in today European urban cores, numerical modelling become an efficient tool for the structural behaviour investigation
Externí odkaz:
https://doaj.org/article/35a909c49c5e47aea080af4a136c933d
Publikováno v:
International Journal for Engineering Modelling
Volume 34
Issue 1 Regular Issue
Volume 34
Issue 1 Regular Issue
Consolidation tests were performed on reconstituted marl samples under saturated and unsaturated conditions in the geomechanical laboratory at the Faculty of Civil Engineering, Architecture and Geodesy (FCEAG). Reconstituted marl samples were used to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a8d179cb937a6fed107ac8580a6a8d55
https://hrcak.srce.hr/file/372319
https://hrcak.srce.hr/file/372319
Publikováno v:
Engineering Geology. 245:207-217
The mechanical weathering of marl in the form of disintegration of intact material caused by repeated drying and wetting, also known as “slaking”, is an important factor affecting the durability and stability of cuts in soft rocks and Eocene flys
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dbfc105ab9243ebf67dcca926123df69
https://doi.org/10.1016/j.enggeo.2018.08.015
https://doi.org/10.1016/j.enggeo.2018.08.015
Publikováno v:
Soft Rock Mechanics and Engineering ISBN: 9783030294762
Surface degradation processes and landslides are quite frequent on slopes excavated or naturally formed in soft rock formations. Such slopes are susceptible to rapid weathering because, within several months to several years, that is, within the engi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91caa955d5d35fe7f7ec4e974e8b5aac
https://doi.org/10.1007/978-3-030-29477-9_12
https://doi.org/10.1007/978-3-030-29477-9_12
Autor:
Nataša Štambuk Cvitanović
Mechanical properties of intact rock (uniaxial compressive strength, Young's modulus, Poisson's ratio), as important input parameters for rock mechanical studies in most civil/mining projects, are influenced by shape deviations of test specimens as d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::b2a973dcee1a9fab81f7b1ea63141433
https://www.bib.irb.hr/809245
https://www.bib.irb.hr/809245
The testing of shear strength and deformability characteristics of the contact between the limestone and concrete was carried out for the purpose of foundation of the high arch dam, using the test of constant normal load. Nine blocks with contact sur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::1b7194b2b3f3470395d88e3cd27f5de0
https://www.bib.irb.hr/321181
https://www.bib.irb.hr/321181