6- منابع
[1] Watkins H., Bond C. E., Healy D., Butler R. W. H.; 2015; “Appraisal of fracture sampling methods and a new workflow to characterise heterogeneous fracture networks at outcrop”. Journal of Structural Geology, 72, 67-82.
[2] Mohammadi H. R., Mansouri H., Jalalifar H.; 2015; “Determining the direction of discontinuities using photogrammetric method”, case study of Gol-e-gohar No. 1 mine. Earth Sciences (Geology of Engineering and the Environment), Year Twenty Fourth, 95: 203-210 (In Persian).
[3] Hooker J. N., Laubach S. E., Gomez L., Marrett R., Eichhubl P. Diaz-Tushman K., Pinzon E.; 2011; “Fracture size, frequency and strain in the Cambrian Eriboll Formation sandstones”, NW Scotland. Scott. J. Geol. 47(1), 45-56.
[4] Barbier M., Hamon Y., Callot J., Floquet M., Daniel J.; 2012; “Sedimentary and diagenetic controls on the multiscale fracturing pattern of a carbonate reservoir: the Madison Formation (Sheep Mountain, Wyoming, USA)”. Mar. Petrol. Geol. 29, 50-67.
[5] Inigo J. F., Laubach S. E., Hooker J. N.; 2012; “Fracture abundance and patterns in the Subandean fold and thrust belt, Devonian Huamampampa Formation petroleum reservoirs and outcrops”, Argentina and Bolivia. Mar. Petrol. Geol. 35, 201-218.
[6] Voyat I., Roncella R., Forlani G., Ferrero A. M.; “Advanced techniques for geo structural surveys in modelling fractured rock masses: application to two Alpine sites”. American Rock Mechanics Association, The 41st U.S. Symposium on Rock Mechanics, Golden, Colorado, 97-108.
[7] Strouth A. Eberhardt E.; 2006; “The use of LiDAR to overcome rock slope hazard data collection challenges at Afternoon Creek, Washington”. American Rock Mechanics Association, The 41st U.S. Symposium on Rock Mechanics, Golden, Colorado, 109-120.
[8] Sturzenegger M., Stead D.; 2009; “Close-range terrestrial digital photogrammetry and terrestrial laser scanning for discontinuity characterization on rock cuts”, Engineering Geology, 106(3-4), 163-182.
[9] Bliss A., Hudyma N., Brown S., Oglesby J., Harris A.; 2017; “Qualitative assessment of surface roughness of limestone specimens from the orientation of unwrapped triangulated point clouds”, Proceedings of the SoutheastCon 2017, 1-5.
[10] Tannant D. D.; 2015; “Review of photogrammetry- based techniques for characterization and Hazard assessment of rock faces”, International Journal of Geohazards and Environment, 1(2), 76-87.
[11] Slaker B. A., Mohamed K. M.; 2017; “A practical application of photogrammetry to performing rib characterization measurements in an underground coal mine using a DSLR camera”. International Journal of Mining Science and Technology, 27(1), 83-90.
[12] Tonon F., Kottenstette J. T.; 2006; “Summary Paper on the Morrison Field Exercise”. American Rock Mechanics Association, The 41st U.S. Symposium on Rock Mechanics, Golden, Colorado, 77-96.
[13] Poropat, G. V.; 2006; “Remote 3D mapping of rock mass structure: laser and photogrammetric methods for rock face characterization”, The 41st U.S. Symposium on Rock Mechanics, Golden, Colorado, 63-76.
[14] Haneberg W. C.; 2008; “Using close range terrestrial digital photogrammetry for 3-D rock slope modeling and discontinuity mapping in the United States”. Bull. Eng. Geol. Environ., 67, 457-469.
[15] Firpo G., Salvini R., Francioni M., Ranjith P. G.; 2011; “Use of digital terrestrial photogrammetry in rocky slope stability analysis by Distinct Elements Numerical Methods”. International Journal of Rock Mechanics & Mining Sciences, 48, 1045-1054.
[17] Bonilla - Sierra V., Donzé F. V., Scholtès L., Elmouttie M. K.; 2015; “The use of photogrammetry and 3D Discrete Element Models to better assess Rock Slope Stability”.
Acta Geotechnica, 10(4), 497-511.
[18] 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, 40(2), 169-192.
[19] ADAM Technology; 2010; 3DM Analyst Mine Mapping Suite 2.3.4 User’s Manual.
[20] Golder Associates; 2013; Manual of FracMan Software, version 7.4.
[21] Palmstrom A; 1996; “Characterizing rock mass by the RMi for use in practical rock engineering”; Part 1: The development of the Rock Mass index (RMi). Journal of Tunnelling and Underground Space Technology, 11(2), 175-188.
[22] Hoek E., Carter T.G., Diederichs M.S.; 2013; “Quantification of the geological strength index chart”. American Rock Mechanics Association, the 47th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, USA.
[23] Mineral and Industrial Co. Golgohar, 2017. Geotechnical Studies Report (In Persian).