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Application of the strain energy to estimate the rock load in non-squeezing ground condition

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PL
Zastosowanie energii odkształceń do estymacji obciążenia górotworu w warunkach braku osiadania gruntu
Języki publikacji
EN
Abstrakty
EN
Estimation of rock load is very important issue because the selection of support system is highly related to this parameter. Several methods are used to estimate this parameter such as experimental, empirical and numerical methods. In this study, a new empirical method is proposed to estimate the rock load based on the ration of the residual strain energy of post failure to the stored strain energy of pre failure. Also a statistical analysis is performed through collected actual data from five tunnels in non squeezing condition. The result showed that there is a direct relationship between both parameters and the good correlation between both parameters is achieved by using of power equation to estimate of rock load in non squeezing condition.
PL
Określenie obciążenia górotworu jest niezwykle ważnym zagadnieniem gdyż warunkuje dobór odpowiedniej obudowy. Istnieje wiele metod określania tego parametru: metody eksperymentalne, empiryczne oraz numeryczne. W pracy tej zaproponowano nową empiryczną metodę prognozowania obciążenia górotworu na podstawie określenia szczątkowej energii odkształceń w warunkach po zniszczeniu w stosunku do zgromadzonej energii odkształcenia przed zniszczeniem. Przeprowadzono analizę statystyczną danych zebranych w pięciu tunelach w warunkach braku osiadania. Wyniki analizy wskazują, że istnieje bezpośredni związek pomiędzy obydwoma parametrami. Dobra korelację pomiędzy dwom parametrami uzyskać można poprzez zastosowanie funkcji potęgowej do określenia obciążeń górotworu w warunkach braku osiadania.
Rocznik
Strony
551--566
Opis fizyczny
Bibliogr. 37 poz., rys., tab., wykr.
Twórcy
autor
Bibliografia
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  • Alejano L.R., Rodriguez-Dono A., Alonso E., Fdez-Manin G., 2009b. Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure Behavior. Tunnelling and Underground Space Technology . Elsevier Science, July, 689-705.
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  • Brekke T.L., 1968. Blocky and seamy rock in tunnelling. Bull. Assoc. Eng. Geol., 5(1), 1-12.
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  • Cai M., Kaiser P.K., Tasakab Y., Minamic M., 2007. Determination of residual strength parameters of jointed rock masses using the GSI system. Int. J. Rock Mech. Min. Sci., 44, 247-65.
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  • Hoek E., Carranza-Torres C., Corkum B., 2002. Hoek-Brown failure criterion - 2002 ed. In: Proceedings of the NARMSTAC 2002, Mining Innovation and Technology. Toronto, Canada, pp. 267-273.
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  • Hoek E., Diederichs, M.S., 2006. Empirical estimates of rock mass modulus. Int. J. Rock Mech. Min. Sci., 43:203-15.
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  • Singh B., Jethwa J.L., Dube A.K., 1995. A classification system for support pressure in tunnels and caverns. J. Rock Mech. & Tunnelling Technology, India, 1(1), January, 13-24.
  • Singh B., Jethwa J.L., Dube A.K., Singh M., 1992. Correlation between observed support pressure and rock mass quality. Int. J. Tunnelling & Underground Space Technology, Pergamon, 7(1), 59-74.
  • Singh M., Singh B., Choudhari J., 2007. Critical strain and squeezing of rock mass in tunnels. Tunnelling and Underground Space Technology. 343-350.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ5-0021-0040
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