| Naslov: | A three-dimensional static numerical model of a complex underground structure in high squeezing ground |
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| Avtorji: | ID Marolt Čebašek, Tina (Avtor)
ID Likar, Jakob (Avtor)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Lastnik avtorskih pravic) |
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| Datoteke: |  Acta_geotechnica_Slovenica_2015_Marolt_Cebasek,_Likar_A_three-dimensional_static_numerical_model_of_a_complex_underground_structure_in_h.pdf (606,20 KB)
MD5: B7E7180AFE8E3971AC2696771DD03529
PID: 20.500.12556/dkum/3b3a6fe3-45be-4ca4-812d-1b601cd75aaa
 http://fgserver3.fg.um.si/journal-ags/2015-1/article-1.asp
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| Jezik: | Angleški jezik |
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| Vrsta gradiva: | Znanstveno delo |
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| Tipologija: | 1.01 - Izvirni znanstveni članek |
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| Organizacija: | FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
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| Opis: | 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 squeezing ground. A three-dimensional, static numerical model is developed for a complex underground structure consisting of a shaft, a silo, and a mine roadway at great depth, which is certainly in high squeezing ground. Furthermore, a solution for the entire structure based on shotcrete with incorporated yielding elements is provided. The yielding elements, in general, absorb the strain energy by compressing at a relatively constant stress, but without rebounding. A three-dimensional, static numerical model of a support system with incorporated yielding elements is established in order to demonstrate that the presented forces are under control. Therefore, a failure of the lining is avoided because the stresses in the shotcrete lining are below its load-bearing capacity. It can be concluded that yielding elements incorporated in the shotcrete lining play an important role in the support solution in high squeezing ground. |
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| Ključne besede: | high squeezing ground, numerical model, underground structures, deformations, yielding support element |
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| Status publikacije: | Objavljeno |
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| Verzija publikacije: | Objavljena publikacija |
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| Leto izida: | 2015 |
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| Št. strani: | str. 4-15 |
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| Številčenje: | Letn. 12, št. 1 |
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| PID: | 20.500.12556/DKUM-70827  |
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| ISSN: | 1854-0171 |
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| UDK: | 624.131 |
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| COBISS.SI-ID: | 1543519 |
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| ISSN pri članku: | 1854-0171 |
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| NUK URN: | URN:SI:UM:DK:5XUGQPYA |
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| Avtorske pravice: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
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| Datum objave v DKUM: | 14.06.2018 |
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| Število ogledov: | 1374 |
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| Število prenosov: | 251 |
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| Metapodatki: |    |
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| Področja: | Ostalo
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