Field measurements of incision rates following bedrock exposure: Implications for process controls on the long profiles of valleys cut by rivers and debris flows
JD Stock, DR Montgomery… - Geological …, 2005 - pubs.geoscienceworld.org
Until recently, published rates of incision of bedrock valleys came from indirect dating of
incised surfaces. A small but growing literature based on direct measurement reports short …
incised surfaces. A small but growing literature based on direct measurement reports short …
Estimation of embankment settlement caused by deterioration of soft rock grains
P Miščević, G Vlastelica - Bulletin of engineering geology and the …, 2019 - Springer
Embankments made from crushed soft rock grains can be susceptible to additional
settlement caused by a deterioration of the grains inside the embankment. This additional …
settlement caused by a deterioration of the grains inside the embankment. This additional …
Laboratory investigation on reactivated residual strength
P Carrubba, M Del Fabbro - Journal of geotechnical and …, 2008 - ascelibrary.org
Recent research has outlined that mobilized in situ strength at the reactivation of
displacements along a preexisting sliding surface may be slightly greater than laboratory …
displacements along a preexisting sliding surface may be slightly greater than laboratory …
Hydro-mechanical characterization of lime-treated and untreated marls used in a motorway embankment
R Cardoso, EM das Neves - Engineering geology, 2012 - Elsevier
Some embankments on the A10 motorway, in Portugal, were built with marls. A lime
treatment was prescribed for the material placed on the shoulders to protect it from the …
treatment was prescribed for the material placed on the shoulders to protect it from the …
Slope instability mechanisms in dipping conglomerates over weathered marls: Bol landslide, Croatia
P Miščević, D Števanić, N Štambuk-Cvitanović - Environmental geology, 2009 - Springer
In February 2005, a landslide of significant dimensions occurred at Bol on the Island of Brač,
in Croatia. The location of the landslide was in a geological structure of weakly bounded …
in Croatia. The location of the landslide was in a geological structure of weakly bounded …
Osnovno o genezi, sastavu i trošenju eocenskog fliša hrvatskog obalnog pojasa
A Toševski, D Grgec, B Padovan - Rudarsko-geološko-naftni zbornik, 2012 - hrcak.srce.hr
Sažetak Najzastupljeniji litotipovi eocenskog flišnog slijeda hrvatskog obalnog pojasa su
breče, konglomerati,(bio) kalciruditi,(bio) kalkareniti, pješčenjaci, prahovnjaci, šejlovi i lapori …
breče, konglomerati,(bio) kalciruditi,(bio) kalkareniti, pješčenjaci, prahovnjaci, šejlovi i lapori …
Degradation processes in civil engineering slopes in soft rocks
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 …
naturally formed in soft rock formations. Such slopes are susceptible to rapid weathering …
Preliminary data for development of the engineering geological map of the city of Split (Croatia)
S Šestanović, A Toševski, S Mihalić, A Dečman… - Environmental earth …, 2012 - Springer
The city of Split has been developing continuously since the construction of the Diocletian
Palace (287–305) to the present time. Detailed engineering geological investigations, with …
Palace (287–305) to the present time. Detailed engineering geological investigations, with …
Projektiranje i izvedba zasjeka u flišnoj stijenskoj masi
A Brunčić, D Jurić-Kaćunić, MS Kovačević - Građevinar, 2010 - hrcak.srce.hr
Sažetak Opisuje se metodologija projektiranja i izvedbe sustava za osiguranje stabilnosti
zasjeka u flišnoj stijenskoj masi na riječkom području. Na temelju rezultata istražnih radova …
zasjeka u flišnoj stijenskoj masi na riječkom području. Na temelju rezultata istražnih radova …
Granična nosivost plitkih temelja na stijenskoj masi
P Miščević, D Števanić - Građevinar, 2006 - hrcak.srce.hr
Sažetak Opisane su neke najčešće upotrebljavane metode određivanja granične nosivosti
plitkog temelja na stijenskoj masi. Navedene metode primijenjene su na primjeru fliša kao …
plitkog temelja na stijenskoj masi. Navedene metode primijenjene su na primjeru fliša kao …