Empirical-Statical-Dynamical (ESD) Methodology for Extrapolation of Rock Mass Properties for Construction of Tunnels

Article Preview

Abstract:

The investigation in rock masses in interaction with engineering structures is extremely important in a process of design of tunnels. The main problem is how to extrapolate the parameter from the zone of testing to the whole volume that is of interes for interaction analyses of the system rock mass-structure. In this article Empirical-Statical-Dynamical (ESD) methodology of extrapolation is presented. The basis of the methodology lies in combination of the results from geotechnical and geophysical testings and rock mass classification, connected with definition of adequate regressive models.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

349-354

Citation:

Online since:

January 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Hoek, E., Brown E.T., Empirical strength criterion for rock masses (1980) J. Geotech. Engng Div., ASCE 106 (GT9), pp.1013-1035.

DOI: 10.1061/ajgeb6.0001029

Google Scholar

[2] Hoek, E., Marinos, P., Benissi, M. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses (1998) Bull Eng Geol Environ 57, pp.151-160.

DOI: 10.1007/s100640050031

Google Scholar

[3] Hoek, E., Carranza-Torres, C., Corkum, B, Hoek-Brown failure criterion-2002 edition (2002) http: /www. rocksciennce. com.

Google Scholar

[4] Hoek, E., Marinos, P i Marinos, V., Characterisation and engineering properties of tectonically undisturbed but lithologically varied sedimetray rock masses (2005) International Journal of Rock Mechanics & Mining Sciences 42 (2005), pp.277-285.

DOI: 10.1016/j.ijrmms.2004.09.015

Google Scholar

[5] Ilijovski, Z., Jovanovski, M., Velevski, A., Metodologija na inženerskogeološko modeliranje na pregradnoto mesto za brana Sveta Petka, (2004) Prvi nacionalen kongres za brane, Ohrid.

DOI: 10.35123/geo-expo_2017_21

Google Scholar

[6] Jovanovski, M., Gapkovski, N., Ilijovski, Z., Correlation between Rock Mass Rating and deformability on a profile for arch dam Sveta Petka (2002) 10-th International Conference of the DGKM, Ohrid, pp.487-496.

Google Scholar

[7] Krvavac, A., Jovanovski, M., Gapovski, N., Ilijovski, Z., Fizički i analitički modeli za karbonatne stijenske massive (2006) II Simpozijum makedonskog udruženja za geotehniku, Ohrid, pp.587-586.

Google Scholar

[8] Kujundžić, B., Sadržina i metodika izrade inženjersko-geoloških preseka i inženjersko-geoloških i geotehničkih modela. (1973) Saopštenja IX kongresa Jugoslovenskog komiteta za visoke brane, Zlatibor, pp.834-844.

DOI: 10.35123/geo-expo_2016_9

Google Scholar

[9] Kujundžić, B., Osnovi mehanike stena (I) (1977) Građevinski kalendar, SGIJT, Beograd, 294 p.

Google Scholar

[10] Kujundžić, B., Petrović, Lj., Korelacija statičkih i dinamičkih karakteristika deformabilnosti krečnjačkih stenskih masa (1980) V simpozij JDMSPR, 1, Split, pp.23-31.

Google Scholar

[11] Lokin, P., Lapčević, R., Petričević, M., Principi i kriterijumi zoniranja, izbora uzoraka i ekstrapolacije rezultata ispitivanja na stenski masiv kod podzemnih objekata. (1989) VII JDMSPR, Beograd, 381 p.

Google Scholar

[12] Pavlović, N., O metodologiji geotehničkog modeliranja (1996) The International Conference: Trends in the Development of Geotechnics, Beograd, pp.239-248.

Google Scholar

[13] Usmanov, R., Rakocevic, M., Murgul, V., Vatin, N. Problems of sub-mountain area development associated with collapsing loess soils (case of Tajikistan) (2014) Applied Mechanics and Materials. Vols. 633-634 pp.927-931.

DOI: 10.4028/www.scientific.net/amm.633-634.927

Google Scholar

[14] Usmanov, R., Vatin, N., Murgul, V. Highly compacted and reinforced soil beds as an efficient method to build artificial foundation based on weak soils. (2014) Applied Mechanics and Materials. Vol. 680 pp.474-480.

DOI: 10.4028/www.scientific.net/amm.680.474

Google Scholar

[15] Premrov, M., Špacapan, I. Solving exterior problems of wave propagation based on an iterative variation of local DtN operators (2004) Applied Mathematical Modelling, 28 (3), pp.291-304.

DOI: 10.1016/s0307-904x(03)00136-7

Google Scholar

[16] Premrov, M., Umek, A., Spacapan, I. An iterative FEM for solving elastodynamics in infinite domains (2000) ZAMM Zeitschrift fur Angewandte Mathematik und Mechanik, 80 (4 SUPPL. 3), pp. S749-S750.

Google Scholar

[17] Lukić, D.Č., Prokić, A.D., Brčić, S.V. Stress state around cylindrical cavities in transversally isotropic rock mass (2014) Geomechanics and Engineering, 6 (3), pp.213-233.

DOI: 10.12989/gae.2014.6.3.213

Google Scholar