JEM720 Ders Notu KAYNAKLAR LİSTESİ
(JEM720 dersinin webte yayınlanan bölümlerine ilişkin kaynaklar)
Balmer, G., 1952. A general analytical solution for Mohr’s envelope. American Society of Testing Materials, 52, 1269-1271.
Barton, N. R., Lien, R., and Lunde, I., 1974. Engineering classification of rock masses for the design of tunnel supports. Rock Mechanics, 6 (4), 189-239.
Barton, N., 1976. Recent experiences with the Q-System for tunnel-support. Proceedings of the Symposium on Explorations for Rock Engineering, Z. T. Bieniawski (ed.) A. A. Balkema, Rotterdam, Vol 1, pp. 107-114.
Barton, N., 1999. TBM performance estimation in rock using QTBM. Tunnels and Tunnelling International, September Issue, pp. 30-34.
Barton, N., 2000. TBM Tunnelling in Jointed and Faulted Rock. A. A. Balkema, Rotterdam, 173 p.
Barton, N., 2002. Some new Q-value correlations to assist in rockmasses for the design of tunnel design. International Journal of Rock Mechanics Mining Sciences, 39, 185-216.
Barton, N., and Choubey, V., 1977. The shear strength of rock and rock joints. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 13, 255- 79.
Barton, N., and Choubey, V., 1977. The shear strength of rock and rock joints. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 13, 255- 79.
Barton, N., and Grimstad, E., 1994. The Q-system following twenty years of application in NTM support selection. Felsbau, 12 (6), 428-36.
Barton, N., Roald, S., and Buen, B., 2001/2002. Strengthening the case for grouting. Tunnels and Tunnelling International, Part 1: December 2001, 34-36, Part 2: January 2002, 37-9.
Barton, N.R. 1973. Review of a new shear strength criterion for rock joints. Eng. Geol. 7, 287- 332.
Barton, N.R. and Bandis, S. 1983. Effects of block size on the shear behaviour of jointed rock.
Issues in Rock Mechanics - Proc. 23rd US Symp. on Rock Mechanics, Berkeley, CA, Soc.
Mining Eng. of AIME, 739-60.
Barton, N.R. and Bandis, S.C. 1982. Effects of block size on the the shear behaviour of jointed rock. 23rd U.S. symp. on rock mechanics, Berkeley, 739-760.
Bieniawski, Z.T., 1975. The point-load test in geotechnical practice. Engineering Geology 9, 1–11.
Bieniawski, Z. T., 1973. Engineering classification of jointed rock masses. Transaction of South African Institution of Civil Engineering, 15, 335-44.
Bieniawski, Z. T., 1974. Geomechanics classification of rock masses and its application in tunnelling.
Bieniawski, Z. T., 1978. Determining rock mass deformability: Experience from case histories.
International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstrracts, 15, 237-47.
Bieniawski, Z. T., 1979. The Geomechanics Classification in rock engineering applications.
Proceedings of the 4th Congress on Rock Mechanics, ISRM, Montreux, Vol. 2, pp. 4-48.
Bieniawski, Z. T., 1984. Rock Mechanics Design in Mining and Tunnelling. A.A. Balkema, Rotterdam, pp. 97- 133.
Bieniawski, Z. T., 1988. Rock mass classification as a design aid in tunnelling. Tunnels and Tunneling International, July 1988 Issue, 19-22.
Bieniawski, Z. T., 1989. Engineering Rock Mass Classifications. John Wiley and Sons, 237 p.
Bieniawski, Z.T., 1976. Rock mass classification in rock engineering. Proceedings of the Symposim on Exploration for Rock Engineering, Cape Town, Balkema, pp. 97-106.
Deere, D. U., 1964. Technical description of rock cores for engineering purposes. Rock Mechanics and Rock Engineering, 1, 17-22.
Deere, D. U., 1968. Geological considerations. In: Rock Mechanics in Engineering Practice (Chp.1), K. G. Stagg and O. C. Zienkiewicz (eds.), Wiley, New York, pp. 1-20.
Deere, D. U., and Deere, D. W., 1988. The Rock Quality Designation (RQD) Index in practice. In Rock Classification Systems for Engineering Purposes, L. Kirkaldie (ed.), ASTM Special Technical Publication, pp. 91-101.
Dinc O.S., Sonmez H., Tunusluoglu C., and Kasapoglu K.E. 2011. A new general empirical approach for the prediction of rock mass strengths of soft to hard rock masses. Int. J.
Rock Mech. Min. Sci., 48(4), 650-665.
Fookes, P. G., and Denness, B., 1969. Observational studies on fissure patterns in Cretaceous sediments of southeast England. Geotechnique, 19 (4), 453-77.
Ge, Y., Tang, H., Eldin, M. et al. A Description for Rock Joint Roughness Based on Terrestrial Laser Scanner and Image Analysis. Sci Rep 5, 16999 (2015).
https://doi.org/10.1038/srep16999
Gökçeoglu, C., 1997. Killi, yogun süreksizlik içeren ve zayıf kaya kütlelerinin mühendislik sınıflamalarında karsılasılan güçlüklerin giderilmesine yönelik yaklasımlar. Doktora Tezi, Hacettepe Üniversitesi, Jeoloji Mühendisligi Bölümü, 214 s (yayımlanmamıs).
Gökçeoğlu, C., Sönmez, H., Ercanoğlu, M. 2000. Discontinuity controlled probabilistic slope failure risk maps of the Altindag (settlement) region in Turkey. Engineering Geology 55 (2000) 277–296
Golder Associates, 1979a. Instruction Manual-I: Geotechnical Data Collection. UNDP Training Project, Contract No: Con. 97/78, 56 p (yayımlanmamıs).
Golder Associates, 1979b. Instruction Manual-IV: Rock Mass Classification. UNDP Training Project,
Goodman, R. E., 1995. Block theory and its application. Geotechnique, 45 (3), 383-423.
Griffith, A. A., 1921. The phenomena of rupture and flow in solids. Philosophical Transactions of Royal Society of London, Series A, 221, 163-98.
Griffith, A. A., 1924. Theory of rupture. Proceedings of International Congress on Applied Mechanics, Delft, pp. 55-63.
Grimstad, E., and Barton, N., 1993. Updating the Q-System for NMT. Proceedings of the International Symposium on Sprayed Concrete-Modern Use of Wet Mix Sprayed Concrete for Underground Support, Oslo, Norwegian Concrete Association.
Han Fook Kwang and Cho Man-Sup. 2017. Case study comparing from Q-system and Terzaghi’s Rock Load Classification. The 2017 World Congress on Advances in Structural Engineering and Mechanics (ASEM17) 28 August – 1 September, 2017, Ilsan (Suoul), Korea
Hansagi I. (1965): Numerical determination of mechanical properties of rock and of rock masses. Int. J.Rock Mech.Mining Sci., Vol 2, pp. 219-223
Hansagi I. (1965b): The strength properties of rocks in Kiruna and their measurements (in Swedish). Ingeniörsvetenskapsakademiens meddelande, IVA no.142, Stockholm, pp.
128-143.
Hencher, S.R. & Richards, L.R. (1982). The basic frictional resistance of sheeting joints in Hong Kong granite Hong Kong Engineer, Feb., 21-25.
Hoek 2007. Practical Rock Enginnering. (https://www.rocscience.com/assets/resources/
learning/hoek/Practical-Rock-Engineering-Full-Text.pdf)
Hoek, E. and Bray, J. (1977) Rock Slope Engineering, 1st edn, IMM, London.
Hoek, E., 1990. Estimating Mohr-Colomb friction and cohesion values from the Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 27 (3),227-29.
Hoek, E., 1999a. Putting numbers to geology-an engineer’s viewport. Quarterly Journal of Engineering Geology, 32, 1-19.
Hoek, E., 1999b. Rock engineering course notes. http://www.rockscience.com/Hoekcorner.htm;
8 Mart 1999.
Hoek, E., and Bray, J. W., 1981. Rock Slope Engineering. The Institution of Mining and Metallurgy, Stephen Austin and Sons Ltd., London, 3rd edition, 358 p.
Hoek, E., and Brown, E. T., 1980a. Underground Excavations in Rock. Institution of Mining and Metallurgy. Stephen Austin and Sons, London, 527 p.
Hoek, E., and Brown, E. T., 1980b. Empiricial strength criterion for rock masses. ASCE Journal of the Geotechnical Engineering Division, 106 (GT9), 1013-1035.
Hoek, E., and Brown, E. T., 1988. The Hoek-Brown failure criterion: a 1988 update. Proceedings of the 15th Canadian Rock Mechanics Symposium: Rock Engineering for Underground Excavations, J. C. Jurran (ed.), University of Toronto, pp. 31-38.
Hoek, E., and Brown, E. T., 1997. Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 34 (8), 1165-1186.
Hoek, E., and Diederichs, M. S., 2006. Empirical estimation of rock mass modulus. International Journal of Rock Mechanics and Mining Sciences, 43 (2), 203-215.
Hoek, E., Carranza-Torres, C. T., and Corkum, B., 2002. Hoek-Brown failure criterion-2002 edition. Proceedings of the 5th North American Rock Mechanics Symposium, Toronto, Canada, Vol 1, pp. 267-273.
Hoek, E., Marinos, P., and Benissi, M., 1998. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses: the case of the Athens schist formation. Bulletin of Engineering Geology and Environment, 57, 151-60.
Hoek, E., Wood, D., and Shah, S., 1992. A modified Hoek-Brown criterion for jointed rock masses. ISRM Symposium: Eurock '92-Rock Characterization, J. A. Hudson (ed.), Thomas Telford, pp. 209-213.
Hoek. E., 1983. Strength of jointed rock masses: 1983 Rankine Lecture. Geotechnique, 33 (3), 187-223.
Hoek. E., 1998. Reliability of the Hoek-Brown estimates of rock mass proporties and their impact on design. International Journal of Rock Mechanics and Mining Sciences, 35 (1), 63-8.
Hudson, J. A., 1989. Rock Mechanics Principles in Rock Engineering Practice. Butterworths, 72 p.
ISRM, 1981. ISRM Suggested Methods: Rock Characterization, Testing and Monitoring. E. T.
Brown (ed.), Pergamon Press, London, 211 p.
Kalender, A., Sonmez, H., Medley, E., Tunusluoglu, C. and Kasapoglu, K.E., 2014. An approach to predicting the overall strengths of unwelded bimrocks and bimsoils. Engineering Geology, 183:65-79.
Lauffer, H., 1958. Gebirgsklassificierung für den stullenbau. Geologie und Bauwesen, 24, 46-51.
Lauffer, H., 1988. Zur gebirgsklassifizierung bei frasvortrieben. Felsbau, 6 (3), 137-149.
Lindquist, E. S., and Goodman, R. E., 1994. Strength and deformation properties of a physical model melange. Proceedings of the 1st North American Rock Mechanics Symposium, Balkema, Rotterdam, pp. 843-856.
McClintock, F.A., and Walsh, J.B., 1962. Friction on Griffith cracks under pressure. Proceedings of the 4th National Congress on Applied Mechanics, pp. 1015-1021.
Medley, E.W., Goodman, R.E. 1994. Estimating the block volumetric proportions of Mélanges and similar block-in-matrix rocks (bimrocks). Proceedings of the 1st North American Rock Mechanics Symposium, Austin, Texas. AA Balkema
Mitri, H. S., Edrissi, R., and Henning, J., 1994. Finite element modelling of cablebolted slopes in hard rock ground mines. SME Annual Meeting, New-Mexico, Albuquerque, pp. 94-116.
Muller L. 1970. Introductory lecture. In: Muller L, editor. Rock mechanics, CISM courses and lectures 16. Wien: Springer; 1970.
Nicholson, G. A., and Bieniawski, Z. T., 1990. A non-linear deformation modulus based on rock mass classification. International Journal of Mining and Geological Engineering, 8, 181- 202.
Norrish, N.I., Wyllie, D.C., 1996. Rock slope stability analysis. In: Turner, A.K., Schuster, R.L.
(Eds.), Landslides Investigation and Mitigation. Transportation Research Board National Research Council, National Academy Press Washington, DC, p., 673 Special Report 247.
Palmstrom A., 2001. Measurement and characterization of rock mass jointing. In 'In-situ characterization of rocks'. Sharma V.M. and Saxena K.R. eds., A.A. Balkema publishers, pp. 49 - 97.
Palmström, A., 2005. Measurements of and correlations between block size and rock quality designation (RQD), Tunnels and Underground Space Technology, 20, 362-377.
Palmstrom A., 1985. Application of the volumetric joint count as a measure of rock mass jointing. Proceedings of the International Symposium on Fundamentals of Rock Joints, Bjorkliden, Sweden, pp. 103-110.
Palmstrom, A., 1982. The volumetric joint count-a useful and simple measure of the degree of jointing. Proceedings of the 4th International Congress of IAEG, New Delhi pp. V221- V228.
Palmstrom, A., 1995. RMi-a rock mass characterization system for rock engineering purposes.
PhD Thesis, University of Oslo, 400 p.
Palmstrom, A., 1996. RMi-a system for characterizing rock mass strength for use in rock engineering. Journal of Rock Mechanics and Tunnelling Technology, India, 1 (2), 69- 108.
Palmstrom, A., 2000. Block size and block size distributiur. Proceedings of the GeoEng 2000 Conference, Melbourne (CD’de).
Palmstrom, A., and Broch, E., 2006. Use and misuse of rock mass classification systems with particular reference to the Q-System. Tunnelling and Underground Space Technology, 21, 575-93.
Palmstrom, A., and Singh., B., 2001. The deformation modulus of rock masses: comparisons between inrsitu tests and indirect estimates. Tunnelling and Underground Space Technology, 16, 115-131.
Patton, F. D “Multiple modes of shear failure in rock.” In: 1st ISRM Congress, Lisbon, Portugal.
Sep. 25- Oct 1. 1966. pp. 509-513. URL: https:// www.onepetro.org/conference- paper/ISRM-1CONGRESS-1966-087.
Priest S.D., Hudson, J. 1976. Discontinuity spacing in rock International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 13 (5) (1976), pp. 135-148 Priest, S. D., 1993. Discontinuity Analysis for Rock Engineering. Chapman&Hall, 473 p.
Raghuvanshi, T.M. (2019)Plane failure in rock slopes – A reviewon stability analysis techniques.Journal of King Saud University – Science 31 (2019) 101–109
Serafim, J. L., and Pereira, J. P., 1983. Considerations of the Geomechanics Classification of Bienawski. Proceedings of the International Symposium on Engineering Geology and Underground Construction, LNEC, Lisbon, Portugal, Vol. 1, pp. 1133-42.
Sönmez, H., 1996. T.K..-E.L.. Soma Linyitleri Açık sletmelerinde eklemli kaya kütlesi içindeki sevlerin duraylılıgının degerlendirilmesi. Yüksek Mühendislik Tezi, Hacettepe Üniversitesi, Jeoloji Mühendisligi Bölümü, 99 s (yayımlanmamıs).
Sönmez, H., and Gökçeoglu, C., 2006. Discussion on the paper by E. Hoek and M. S. Diederichs,
“Empirical estimation of rock mass modulus.” International Journal of Rock Mechanics and Mining Sciences, 43, 671-76.
Sönmez, H., and Ulusay, R., 1999. Modifications to the geological strength index (GSI) and their applicability to stability of slopes. International Journal of Rock Mechanics and Mining Science, 36 (6), 743-60.
Sönmez, H., Gökçeoğlu C., Medley E.W., Tuncay E., and. Nefeslioglu H.A, 2006. Estimating the Uniaxial Compressive Strength of a Volcanic “BİMRock”, International Journal of Rock Mechanics & Mining Sciences, 43, 554–561.
Sönmez, H., Nefeslioglu, H. A., Gökçeoglu, C., and Kayabası, A., 2006. Estimation of rock modulus: for intact rocks with an artificial neural network and for rock masses with a new empirical equation. International Journal of Rock Mechanics and Mining Sciences, 43, 224-35.
Sönmez. H.and Ulusay, R., 2002. A discussion on the Hoek-Brown failure criterion and suggested modifications to the criterion verified by slope stability case studies.
Yerbilimleri, 26, 77-9.
Terzaghi, K. (1946) Rock Defects and Loads on Tunnel Supports. In: Proctor, R.V. and White, T.L., Eds., Rock Tunneling with Steel Supports, Commercial Shearing and Stamping Company, Youngstown.
Terzaghi, K., (1950) Mechanism of landslides, in Application of Geology to Engineering Practice, Berkey Vol., Geological Society of America, p.83-123.
Ulusay, R. JEO620 Süreksizlik Analizi ve Kaya Kütle Sınıflamaları ders notları
Ulusay, R. ve Sönmez H., 2007. Kaya Kütlelerinin Mühendislik Özellikleri. Jeoloji Mühendisleri Odası Yayınları, No. 60, Güncellenmiş ve Genişletilmiş 2. Baskı, Kozan Ofset, Ankara, 292 s.
Ulusay, R., 2010. Uygulamalı Jeoteknik Bilgiler (Practical Information for Geotechnical Applications (Updated-Expanded 5th Edition). Jeoloji Mühendisleri Odası Yayını, Güncellenmiş ve Genişletilmiş 5. Baskı, Yayın No. 38, 458 s.
Wickham, G.E., Tiedemann, H.R. and Skinner, E.H. 1972. Support determination based on geologic predictions. In Proc. North American rapid excav. tunneling conf., Chicago, (eds K.S. Lane and L.A. Garfield), 43-64. New York: Soc. Min. Engrs, Am. Inst. Min. Metall.
Petrolm Engrs.
