Use this url to cite publication: https://hdl.handle.net/20.500.14911/124721
Долговременные деформации древних соборов на слабых грунтах
Publication Type (CRIS)
Straipsnis kitame recenzuojamame leidinyje / Article in other peer-reviewed edition (S5)
Publication Type (eLABa)
Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication (S4)
Title
Долговременные деформации древних соборов на слабых грунтах
R. Mackevičius
Title in other language
Long-time deformations of ancient churches on weak soils
Is part of
Theoretical foundations of civil engineering: Polish - Ukrainian- Lithuanian Transaction / Warsaw University of Technology. Faculty of Civil Engineering, The Main School of Fire Service in Warsaw, Vilniaus Gediminas Technical University. Faculty of Civil Engineering, Prydneprovsk State Academy of Civil Engineering and Architecture. T. 17
Published In
| Year | Start Page | End Page |
|---|---|---|
2009 | 435 | 442 |
Publisher
Warszawa : Wydawnictwo Politechniki Warszawskiej, 2009
Extent
p. 435-442
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)
In this paper is analysed deformations of ancient churches in Vilnius and in Koenigsberg (Kaliningrad). Foundations of both cathedrals were build on weak soils. Deformation of Vilnius cathedral give too much cracks in structures. Underpinning with bored piles of Vilnius cathedral in years 1932-1937 give good results. Settlements od Koenigsberg cathedral is approximately 2,0 m in time of 6 centuries. This cathedral is not underpined but rebuild after second world war demolitions.
Resource Type (COAR)
TextJournalJournal articleResearch article
Language
Rusų / Russian (ru)
Country
Lenkija / Poland (PL)
Owning collection
ISBN (of the container)
9788372076830
eLABa ID
3885586