Modeling the Aspo pillar stability experiment

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F10%3A00374804" target="_blank" >RIV/68145535:_____/10:00374804 - isvavai.cz</a>

Výsledek na webu

<a href="http://apps.webofknowledge.com/full_record.do?product=WOS&search_mode=GeneralSearch&qid=8&SID=T2oHklHnf@3dhhihnJp&page=1&doc=1" target="_blank" >http://apps.webofknowledge.com/full_record.do?product=WOS&search_mode=GeneralSearch&qid=8&SID=T2oHklHnf@3dhhihnJp&page=1&doc=1</a>

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Modeling the Aspo pillar stability experiment

Popis výsledku v původním jazyce

This paper presents results of the 1st stages of Task A of the Decovalex 2011 project, the numerical modeling of the Aspo Pillar Stability experiment performed by the Aspo Hard Rock Laboratory of the Swedish Nuclear Fuel and Waste Management Company (SKB). The objective is to perform back calculation of the Aspo pillar behavior using state of the art numerical modeling techniques for the material behavior. The work is divided into three stages and it is the first stage of the work that will be presentedin this paper. Seven international teams from six different countries participated in the task and contributed to the results presented in this paper, concerning back calculation of uniaxial and triaxial compressive core testing and elastic back calculation of the stress path for excavation-induced stresses. The results are useful for understanding the occurrence of spalling in the upper part of the pillar during excavation and the stress path modeling gives the first approximation of t

Název v anglickém jazyce

Modeling the Aspo pillar stability experiment

Popis výsledku anglicky

This paper presents results of the 1st stages of Task A of the Decovalex 2011 project, the numerical modeling of the Aspo Pillar Stability experiment performed by the Aspo Hard Rock Laboratory of the Swedish Nuclear Fuel and Waste Management Company (SKB). The objective is to perform back calculation of the Aspo pillar behavior using state of the art numerical modeling techniques for the material behavior. The work is divided into three stages and it is the first stage of the work that will be presentedin this paper. Seven international teams from six different countries participated in the task and contributed to the results presented in this paper, concerning back calculation of uniaxial and triaxial compressive core testing and elastic back calculation of the stress path for excavation-induced stresses. The results are useful for understanding the occurrence of spalling in the upper part of the pillar during excavation and the stress path modeling gives the first approximation of t

Druh

D - Stať ve sborníku

CEP obor

DH - Báňský průmysl včetně těžby a zpracování uhlí

OECD FORD obor

—

Projekt

—

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2010

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

EUROCK 2010

ISBN

978-0-415-58654-2

ISSN

—

e-ISSN

—

Počet stran výsledku

4

Strana od-do

787-790

Název nakladatele

CRC Press, Taylor and Francis Group, Balkema

Místo vydání

London

Místo konání akce

Lausanne

Datum konání akce

15. 6. 2010

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000290917200182