Effect of the soil cover depth on the seismic response in a large-span thin-walled corrugated steel plate bridge
The common use of corrugated steel plate (CSP) bridges and culverts has been increasing
in recent years. Despite the growing popularity of these objects, there is very scarce …
in recent years. Despite the growing popularity of these objects, there is very scarce …
Behaviour of soil–steel composite bridges under strong seismic excitation with various boundary conditions
Soil–steel composite bridges typically range from 3 to 32 m, and they can be applied as an
effective alternative for reinforced concrete bridges with short spans. They are able to meet …
effective alternative for reinforced concrete bridges with short spans. They are able to meet …
[PDF][PDF] Behaviour of Soil–Steel Composite Bridges under Strong Seismic Excitation with Various Boundary Conditions. Materials 2023, 16, 650
T Maleska, D Beben - 2023 - researchgate.net
Soil–steel composite bridges typically range from 3 to 32 m, and they can be applied as an
effective alternative for reinforced concrete bridges with short spans. They are able to meet …
effective alternative for reinforced concrete bridges with short spans. They are able to meet …
Experimental tests of a soil-steel culvert with a shallow soil cover under static loading
Soil-steel culverts and bridges are more and more often an element of road and railway
infrastructure in Poland and the world. In many cases, using an appropriate soil cover depth …
infrastructure in Poland and the world. In many cases, using an appropriate soil cover depth …
Prognosis of deformation of a soil-steel structure on steel, corrugated, flexible supports
C Machelski, M Mońka - Archiwum Instytutu Inżynierii Lądowej, 2012 - infona.pl
W referacie przedstawiono wyniki pomiarów deformacji mostowego obiektu grun-towo-
powłokowego w fazie budowy, czyli podczas układania zasypki gruntowej. Parametrami …
powłokowego w fazie budowy, czyli podczas układania zasypki gruntowej. Parametrami …
Fundamenty konstrukcji gruntowo-powłokowych z blach falistych
P Tomala, M Nowak, A Marecki - Inżynieria i Budownictwo, 2013 - infona.pl
Omówione zostały sposoby posadowienia konstrukcji gruntowo powłokowych o tzw.
przekroju zamkniętym, najczęściej posadawiane bezpośrednio na podsypce piaskowo …
przekroju zamkniętym, najczęściej posadawiane bezpośrednio na podsypce piaskowo …
[引用][C] Deformacja obiektu gruntowo-powłokowego posadowionego na blachach falistych
C Machelski, M Mońka - Mosty, 2012 - yadda.icm.edu.pl
4. Machelski C., Janusz L.: Estimation of bending moments acting in the crown of a soilsteel
bridge structure during backfi lling. 6th European Conference on Steel and Composite …
bridge structure during backfi lling. 6th European Conference on Steel and Composite …