Zobrazeno 1 - 10
of 79
pro vyhledávání: '"Škrabl, Stanislav"'
Autor:
Dolinar, Bojana, Škrabl, Stanislav
Publikováno v:
In Engineering Geology 15 May 2012 135-136:48-51
Autor:
Dolinar, Bojana, Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica, vol. 10, no. 2, pp. 4-13, 2013.
In soil mechanics the Atterberg limits are the most distinctive and the easiest property of fine-grained soils to measure. As they depend on the same physical factors as the other mechanical properties of soils, the values of the liquid and plastic l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::9791d45df4b31d896efa6ec700ad6ad1
https://dk.um.si/Dokument.php?id=125645&dn=
https://dk.um.si/Dokument.php?id=125645&dn=
Autor:
Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica, vol. 5, no. 1, pp. 21-34, 2008.
This paper presents a novel approach to the determination of the critical distribution and limit values of three-dimensional passive soil pressures acting on flexible walls following the upper-bound method within the framework of the limit-analysis t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::b0d6fe9059de3b05aa6f01d9070fe948
https://plus.si.cobiss.net/opac7/bib/12399382?lang=sl
https://plus.si.cobiss.net/opac7/bib/12399382?lang=sl
Autor:
Vrecl-Kojc, Helena, Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica, vol. 4, no. 1, pp. 10-23, 2007.
This paper presents a modified three-dimensional (3D) failure mechanism for determining the 3D passive earth pressure coefficient using the upper bound theorem within the framework of the limit analysis theory. The translational kinematically admissi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::993144ceb7e57f579fd19d765f51b68f
https://dk.um.si/Dokument.php?id=124828&dn=
https://dk.um.si/Dokument.php?id=124828&dn=
Autor:
Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica, vol. 3, no. 1, pp. 47-59, 2006.
This paper proposes a new method for the geomechanical analysis and design of cantilever retaining structures. It is based on the limit equilibrium method, but it uses some additional conditions for interaction between the retaining structure and the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::4699206a11ed1c1eded3bfc0b3c8a8d5
https://dk.um.si/Dokument.php?id=124785&dn=
https://dk.um.si/Dokument.php?id=124785&dn=
Publikováno v:
Acta geotechnica Slovenica, vol. 2, no. 2, pp. 12-23, 2005.
Near Maribor, a new bridge over the Drava river is being under construction. Before the main works actually started, static and dynamic loading tests of piles were performed. The goal of the static loading test was to determine the bearing capacitiy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::2ead05369e2c8e1db7d818a4bab7bf91
https://dk.um.si/Dokument.php?id=124761&dn=
https://dk.um.si/Dokument.php?id=124761&dn=
Publikováno v:
Gradbeni vestnik
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3825::25b1295cb3bd4e20bf147b9609fa5441
http://www.dlib.si/details/URN:NBN:SI:doc-8NHZXN5W
http://www.dlib.si/details/URN:NBN:SI:doc-8NHZXN5W
Autor:
Dolinar, Bojana, Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica
In soil mechanics the Atterberg limits are the most distinctive and the easiest property of fine-grained soils to measure. As they depend on the same physical factors as the other mechanical properties of soils, the values of the liquid and plastic l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3825::5c08e8b809a7e74e48d0ca9ade3e9b73
http://www.dlib.si/details/URN:NBN:SI:doc-2FEYEGMB
http://www.dlib.si/details/URN:NBN:SI:doc-2FEYEGMB
Autor:
Macuh, Borut, Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica, vol. 7, no. 2, pp. 47-52, 2010.
The validity of some limit state solutions, when strictly applied to the basic corresponding state theorem (Caquot, 1934), is limited and valid only for simpler limit states, where stress vectors are either perpendicular to the boundary surfaces or w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::af85deec3f6480a1ae7069f8fd0d41bf
https://dk.um.si/Dokument.php?id=125470&dn=
https://dk.um.si/Dokument.php?id=125470&dn=
Autor:
Macuh, Borut, Škrabl, Stanislav
Publikováno v:
Acta geotechnica Slovenica
The validity of some limit state solutions, when strictly applied to the basic corresponding state theorem (Caquot, 1934), is limited and valid only for simpler limit states, where stress vectors are either perpendicular to the boundary surfaces or w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3825::c88d87bee012228795bb1908a16eda2d
http://www.dlib.si/details/URN:NBN:SI:doc-5VEUJR2H
http://www.dlib.si/details/URN:NBN:SI:doc-5VEUJR2H