| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:GEOMEHANSKA ANALIZA VAROVANJA TUNELSKEGA IZKOPA V ZAHTEVNIH INŽENIRSKO GEOLOŠKIH RAZMERAH
Authors:ID Behin, Peter (Author)
ID Škrabl, Stanislav (Mentor) More about this mentor... New window
Files:.pdf VS_Behin_Peter_2013.pdf (112,70 MB)
MD5: CCC82F74D2B4CBF878B81D05F4EEC500
PID: 20.500.12556/dkum/e502d4ee-204e-45fa-9600-78487b61b803
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Predor je gradbeni objekt, ki je lahko namenjen pešcem, cestnemu ali železniškemu prometu in za druge oskrbovalne poti. Poteka lahko skozi goro, pod vodo in pod zemeljskim površjem. Sama gradnja predora je odvisna od zahtevnosti terena, torej predvsem od vrste kamnin, podzemnih vodnih tokov ter tudi od dolžine, velikosti in globine predora. V diplomskem delu so zajete temeljne značilnosti in zgodovina gradenj predorov. Prikazane so osnovne značilnosti izgradnje predorov po novi Avstrijski tunelski metodi, ki se tudi v Republika Slovenija največ uporablja pri gradnjah cestnih in železniških predorov. Predstavljene so značilnosti predora T5 in statični izračun ter dimenzioniranje podpornih elementov.
Keywords:Predorska geomehanska analiza, predor, NATM (nova Avstrijska metoda izvajanja predorov)
Place of publishing:Maribor
Publisher:[P. Behin]
Year of publishing:2013
PID:20.500.12556/DKUM-40591 New window
UDC:624.191.1(043.2)
COBISS.SI-ID:17419286 New window
NUK URN:URN:SI:UM:DK:XL5SVKHF
Publication date in DKUM:03.06.2013
Views:2239
Downloads:413
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
Copy citation
  
Average score:(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share



Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

Secondary language

Language:English
Title:GEOMECHANICAL ANALYSIS OF THE TUNNEL EXCAVATION PROTECTION IN COMPLEX ENGINEERING CONDITIONS
Abstract:A tunnel is an constructed object that can be used by pedestrians, road and train traffic or for other supply routes. It can run through mountains, under water or below the earth surface. Tunnel construction depends on the complexity of the terrain, mainly type of the rock, underground water flows and the length, size and depth of the tunnel itself. This diploma work covers basic characteristics and history of tunnel construction. It covers fundamental characteristics of constructing tunnels by the New Austrian Tunneling Method presented, which is also the most used construction method in Slovenia when constructing road and train tunnels. Basic characteristics of tunnel T5 are presented with the static calculations and dimensioning of supporting elements.
Keywords:Geomechanical analysis of tunnel, tunnel, NATM (new Austrian tunneling method)


Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica