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Title:The stability of the excavation face of shallow civil and mining tunnels
Authors:ID Oreste, Pierpaolo (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2011_Oreste_The_stability_of_the_excavation_face_of_shallow_civil_and_mining_tunnels.pdf (213,90 KB)
MD5: FE320A9D281A8DCF97977C192D07E679
PID: 20.500.12556/dkum/c052e8b0-72e4-46cd-8ee8-0464816accc7
 
URL http://fgserver3.fg.um.si/journal-ags/2011-2/article-4.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:The stability of the excavation face of shallow tunnels excavated in difficult ground conditions is currently a relevant problem in the sector for tunnelling and mining. Even though face-reinforcement interventions with fibreglass dowels have proved to be efficient, there is still no reliable analysis and dimensioning method available. A new calculation procedure is illustrated in this paper for the analysis of the face static condition in shallow tunnels, also when reinforcement interventions with fibreglass dowels are used. The procedure is based on the limit-equilibrium method applied to the ground core ahead of the face. The main result of the calculation is that the safety factor of the excavation face is also obtained in the presence of reinforcements and from this it is then possible to proceed with the dimensioning of the intervention. The procedure has been applied to two real cases and satisfactory results have been obtained.
Keywords:fibreglass dowels, face reinforcement, surface tunnel, limit equilibrium method, factor of safety
Publication status:Published
Publication version:Version of Record
Year of publishing:2011
Number of pages:str. 57-65
PID:20.500.12556/DKUM-70767 New window
ISSN:1854-0171
UDC:624.19.04
ISSN on article:1854-0171
COBISS.SI-ID:262546432 New window
NUK URN:URN:SI:UM:DK:L9EI2QID
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:13.06.2018
Views:1449
Downloads:205
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Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Stabilnost površine izkopa plitvih gradbenih in rudarskih predorov
Abstract:Stabilnost površine izkopa plitvih predorov, ki so bili izkopani na problematičnih tleh, je danes relevanten problem na področju gradnje tunelov in rudarstva. Čeprav je ojačitev s palicami iz steklenih vlaken učinkovita, še vedno ni zanesljivih analiz in obsežnih metod. V tem prispevku je prikazan nov računski postopek, ki analizira statične pogoje površine v plitvih predorih, tudi če so ojačani s steklenimi vlakni. Postopek temelji na omejeni ravnotežni metodi, uporabljeni na zemljišču pod površino. Najpomembnejši rezultat izračuna je, da lahko varnostni faktor izkopavanja površine izračunamo tudi, če je predor ojačan, iz česar potem lahko nadaljujemo z dimenzioniranjem posega. P. Oreste je izvedel postopek na dveh primerih in je dosegel zadovoljujoče rezultate.
Keywords:geotehnika, statika, predori, ojačitev, palice iz steklenih vlaken, modeli, palice iz steklenih vlaken, ojačitev površine, površinski predor, omejena ravnotežna metoda, varnostni faktor


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This document is a part of these collections:
  1. Acta geotechnica Slovenica

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