Zobrazeno 1 - 10
of 38
pro vyhledávání: '"udc:624.131"'
Autor:
Majnik, Jaka
Namen magistrske naloge je geostatična analiza cestnega odseka dolžine 1120 m, ki delno poteka kot pokriti vkop in delno v kesonski izvedbi. Predmet obravnave je del nove cestne povezave od priključka Velenje jug do priključka Slovenj Gradec (2.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3505::71c881b30817feec3ac6c6e4cdd1be62
https://repozitorij.uni-lj.si/IzpisGradiva.php?id=140078
https://repozitorij.uni-lj.si/IzpisGradiva.php?id=140078
Autor:
Tavčar, Meta Katarina
Diplomsko delo obravnava sanacijo plazu Lajše v občini Železniki. V danem primeru gre za ožje nestabilno območje, ki se vidno premika v dolžini cca. 70 m, kar se na cesti odraža kot posedanje, na travniku pod cesto pa kot izrivi. V prvem delu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3505::264502b1e80b68de18b0ae7e9427ddd3
https://hdl.handle.net/20.500.12556/RUL-121575
https://hdl.handle.net/20.500.12556/RUL-121575
Autor:
Ekart, Miha
Publikováno v:
Maribor
Magistrsko delo z naslovom Analiza armiranih nasipov, podprtih s prodnimi slopi v začetnih poglavjih opisuje metodo izboljšave temeljnih tal v kombinaciji z različnimi geosintetiki podani in opisani so mehanizmi delovanja geosintetika v kombinacij
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::a3574fabc83aafd68ec9b58d39308d70
https://plus.si.cobiss.net/opac7/bib/22678294?lang=sl
https://plus.si.cobiss.net/opac7/bib/22678294?lang=sl
Autor:
Salom, Demian
Kontinuirana kontrola zgoščanja (CCC) je postopek, pri katerem delovanje valjarja med zgoščanjem omogoča simultano spremljanje odzivov plasti. Postopek je star 40 let. Namen tega diplomskega dela je bil ugotoviti, kako se meritve dinamične meri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3505::3d0c7760547cb49097cd375ba6d89219
https://repozitorij.uni-lj.si/Dokument.php?id=116042&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=116042&dn=
Autor:
Marolt Čebašek, Tina, Likar, Jakob
Publikováno v:
Acta geotechnica Slovenica, vol. 12, no. 1, pp. 4-15, 2015.
The present study assesses high squeezing ground confirmed by empirical and semi-empirical theories. High squeezing ground is often present in underground constructions at great depths, but it is hardly ever researched separately from light and fair
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::c57df2c524c11de27739e0b3c705209a
https://dk.um.si/IzpisGradiva.php?id=70827
https://dk.um.si/IzpisGradiva.php?id=70827
Publikováno v:
Acta geotechnica Slovenica, vol. 12, no. 1, pp. 37-47, 2015.
A dilatometer test is a useful method for in-situ geotechnical surveys. It can be compared with the results obtained using a mathematical model. The mathematical model of concentric rings shown in this article is governed by the constitutive equation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::57dc97f20002d1b77f2579611ac55cf0
https://dk.um.si/IzpisGradiva.php?id=70830
https://dk.um.si/IzpisGradiva.php?id=70830
Publikováno v:
Acta geotechnica Slovenica, vol. 12, no. 1, pp. 27-35, 2015.
Due to the complexity of geosynthetic-soil interactions, the simple interface constitutive models embedded in the geosynthetic elements of general computing software cannot satisfy the requirements for a numerical simulation of different geosynthetic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::5bb453c55a15bc88ccb4f23d1e6fd483
https://dk.um.si/Dokument.php?id=125705&dn=
https://dk.um.si/Dokument.php?id=125705&dn=
Publikováno v:
Acta geotechnica Slovenica, vol. 6, no. 1, pp. 64-77, 2009.
A standard dynamic loading test of the pile was performed on the highway section Slivnica - Hajdina near Maribor, Slovenia. Parallel to standard testing procedures the new monitoring technology based on specially developed strain sensors installed in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::1a852189f5d05b653871b07e150e927f
https://dk.um.si/IzpisGradiva.php?id=70687
https://dk.um.si/IzpisGradiva.php?id=70687
Autor:
Bensehamdi, Salim, Seriani, Abdelbaki
Publikováno v:
Acta geotechnica Slovenica, vol. 5, no. 2, pp. 4-19, 2008.
A two-dimensional model adopting post-failure criteria was used to simulate the behaviour of the rock mass and the development of yield zones around room and pillar mine workings. The model conformed to the strain-softening behaviour of the rock mass
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::d24ac06484924ecb686bbd47fc723ede
https://dk.um.si/IzpisGradiva.php?id=70661
https://dk.um.si/IzpisGradiva.php?id=70661
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