مراجع
[1]. Mosch, S., Nikolayew, D., Ewiak, O., & Siegesmund, S.; (2011); Optimized extraction of dimension stone blocks. Environmental Earth Sciences, Vol. 63(7-8): p. 1911-1924.
[2]. Sousa, L. M. O.; (2010); Evaluation of joints in granitic outcrops for dimension stone exploitation. Quarterly Journal of Engineering Geology and Hydrogeology, Vol. 43(1): p. 85-94.
[3]. Barton, N.; (1978); Suggested methods for the quantitative description of discontinuities in rock masses. ISRM, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 15(6).
[4]. Şen, Z., & Eissa, E. A.; (1992, January); Rock quality charts for log-normally distributed block sizes. In International journal of rock mechanics and mining sciences & geomechanics abstracts (Vol. 29, No. 1, pp. 1-12). Pergamon.
[5]. Palmstrom, A.; (1996); RMi—a system for characterizing rock mass strength for use in rock engineering. J Rock Mech Tunnel Technol, India, Vol. 29(1): p. 69-108.
[6]. Palmstrøm, A.; (1996); Characterizing rock masses by the RMi for use in practical rock engineering: Part 1: The development of the Rock Mass index (RMi). Tunnelling and Underground Space Technology, vol. 11(2): p. 175-188.
[7]. Palmström, A.; (2000, November); Block size and block size distribution. In Proc. Workshop on “Reliability of Class, fication Systems” in connection With The GeoEng 2000 Conference, Melbourne, 12s.
[8]. Kim, B. H., Cai, M., Kaiser, P. K., & Yang, H. S.; (2007); Estimation of block sizes for rock masses with non-persistent joints. Rock mechanics and rock engineering, Vol. 40(2): p. 169-192.
[9]. Elmouttie, M. K., & Poropat, G. V.; (2012); A method to estimate in situ block size distribution. Rock mechanics and rock engineering, Vol. 45(3): p. 401-407.
[10]. Yarahmadi, R., Bagherpour, R., Kakaie, R., Mirzaie, N. H., & Yari, M.; (2014); Development of 2D computer program to determine geometry of rock mass blocks. International Journal of Mining Science and Technology,Vol. 24(2): p. 191-194.
11 [. بورده، پ؛ 1352 ؛" یادداشتی در باره زمین شناسی ناحیه [
آذرشهر توده سهند"، سازمان زمین شناسی و اکتشافات معدنی
کشور.
]12[ . تقی پور، کریم؛ عباسی، محمدرضا؛ 1384 ؛ " تراویتونیک :
کاربرد نهشته های تراورتن در تکتونیک فعال"، بیست و
چهارمین گردهمایی علوم زمین.
]13[ . تقی پور، کریم؛ محجل، محمد؛ 1392 ؛ " ساختار و نحوه
تشکیل پشته های تراورتن در منطقه آذرشهر، آذربایجان،
ابوطالب امینی؛ سید حسن خوشرو نشریه علمی- پژوهشی مهندسی معدن
01
شمال باختر ایران"، فصل نامه زمین شناسی ایران، سال هفتم،
.15- شماره 25 ، صفحات 23
[14]. Palmstrom, A.; (1982); The volumetric joint count—a useful and simple measure of the degree of rock mass jointing. In IAEG Congress, New Delhi (Vol. 221).
[15]. Palmstrom, A.; (1985, September); Application of the volumetric joint count as a measure of rock mass jointing. In Proceedings of the international symposium on fundamentals of rock joints. Björkliden, Sweden (pp. 103-110).
[16]. Palmström, A.; (1986); The volumetric joint count as a measure of rock mass jointing. Annals of the Israel Physical Society, Vol. 8: p. 1-18.
[17]. Palmström, A.; (2001); Measurement and characterization of rock mass jointing. In situ characterization of rocks. AA Balkema Publishers, Lise/Abingdon/Exton/Tokyo.
[18]. Sonmez, H., Nefeslioglu, H. A., & Gokceoglu, C.; (2004); Determination of wJd on rock exposures including wide spaced joints. Rock mechanics and rock engineering, Vol. 37(5): p. 403-413.
[19]. Elci, H., & Turk, N.; 2014; Rock mass block quality designation for marble production. International Journal of Rock Mechanics and Mining Sciences, Vol. 69: p. 26-30
1 Sen
)
