Abstract
This paper describes the results of the engineering geological investigations and bearing capacity studies carried out at the proposed site of the rock fill Atasu Dam, to be constructed on basalts and pyroclastics. Rock mass strength and modulus of elasticity of the rock mass were determined using the Hoek–Brown empirical strength criterion. Rock mass classifications for the dam rock foundation were undertaken following the RMR, Q and GSI systems and the stress distributions using the finite element technique. To estimate the bearing capacity of the basalts, different empirical equations were used and compared.
Résumé
L’article décrit les résultats des investigations de géologie de l’ingénieur et des études de capacité portante réalisées sur le site du barrage d’Atasu, barrage en enrochements fondé sur des basaltes et des roches pyroclastiques. Les modules d’élasticité et la résistance de la masse rocheuse ont été évalués à partir des critères de Hoek et Brown. L’utilisation des indices RMR, Q et GSI a permis de préciser la classe du massif rocheux, la technique des éléments finis permettant de définir la distribution des contraintes induites dans le terrain. Afin d’évaluer la capacité portante des basaltes, différentes équations empiriques ont été utilisées et comparées.
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References
Alemdag S (2004) The alteration degree of the basalts at the axis site and the possibility of axis site of Atasu (Trabzon) dam, Master thesis, Fırat University, Turkey
ANSYS (1997) Theory manual revision 5.4, vol V, DN-R300
American Society for Testing and Materials (ASTM) (1980) Annual book of ASTM standards: natural building stones; soil and rock. Part 19
Barton N (2002) Some new Q-value correlations to assist in site characterization and tunnel design. Int J Rock Mech Min Sci 39(1):185–216
Barton N, Choubey V (1977) The shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abstr 13:255–279
Barton NR, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 4:189–239
Bieniawski ZT (1974) Geomechanics classification of rock masses and its application in tunneling. In: Proceedings of the third international congress on rock mechanics, International Society of Rock Mechanics, Denver, vol 11A, pp 27–32
Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New York 251 pp
Deere DU (1964) Technical description of rock cores for engineering purposes. Rock Mech Rock Eng 1:17–22
Diederichs MS, Hoek E (1989) DIPS 3.01. Advanced version computer programme, Rock Engineering Group, Department of Civil Engineering, University of Toronto
Goel RK, Jethwa JL, Paithankar AG (1995) Indian experiences with Q and RMR systems. Tunn Undergr Space Technol 10(1):97–109
Gokceoglu C (1997) Killi, yoğun süreksizlik içeren ve zayıf kaya kütlelerinin mühendislik sınıflamalarında karşılaşılan güçlüklerin giderilmesine yönelik yaklaşımlar. Ph.D. thesis, Hacettepe University, Turkey
Guven IH (1993) Geology of Eastern Pontids and 1/250000 scaled mapping. MTA
Hoek E, Carina-Torres C, Corkum B (2002) Hoek–Brown failure criterion-2002 edition. In: Proceedings of the 5th North American Rock Mechanics Symposium, Toronto, Canada, vol 1, pp 267–273
Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Mining Sci 34(8):1165–1186
Hoek E, Kaiser PK, Bawden WF (1995) Support of underground excavations in hard rock Balkema, Rotterdam, 215 pp
International Society for Rock Mechanics (ISRM) (1981) Rock characterization, testing and monitoring. In: Brown ET (ed) ISRM suggested methods. Permagon press, New York, 211 pp
Kulhawy FH, Carter JP (1992) Settlement and bearing capacity of foundations on rock masses and socketed foundations in rock masses. In: Bell FG (ed) Engineering in rock masses. Butterworth–Heinemann, Oxford, pp 231–245
Marinos P, Hoek E (2001) Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bull Eng Geol Environ 60:85–92
Merifield RS, Lyamin AV, Sloan SW (2006) Limit analysis solutions for the bearing capacity of rock masses using the generalized Hoek–Brown criterion. Int J Rock Mech Min Sci 43:920–937
Serrano A, Olalla C (1994) Ultimate bearing capacity of rock masses. Int J Rock Mech Min Sci Geomech Abstr 31(2):93–106
State Water Works (DSl) (1991) Trabzon içme suyu projesi Atasu Barajı ve HES Mühendislik Jeolojisi Planlama Raporu. DSİ XXII. Bölge Müdürlüğü, 30
Wyllie DC (1992) Foundations on rock. Chapman and Hall, London
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Alemdag, S., Gurocak, Z., Solanki, P. et al. Estimation of bearing capacity of basalts at the Atasu dam site, Turkey. Bull Eng Geol Environ 67, 79–85 (2008). https://doi.org/10.1007/s10064-007-0112-3
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DOI: https://doi.org/10.1007/s10064-007-0112-3