Lopes, Paulo; Lana, Milene Analytical method for calculating the volume of rock blocks using available mapping data field. (English) Zbl 1365.86031 Math. Geosci. 49, No. 2, 217-229 (2017). Summary: The calculation of the volumes of rock blocks delimited by discontinuity planes in rock masses is essential for the design of excavations and supports, applied to various engineering activities, like mining and tunneling. Furthermore, the block volumes control the rock mass behavior. If very small blocks are predominant, the rock mass tends to act as a continuum media and exhibit failure through the rock material. In case of prevalence of large blocks the rock mass acts as a discrete block set and failure through discontinuities can occur. There are many analytical methods in technical literature to calculate the volume of rock blocks but most of them are not realistic in relation to data input. In some cases a detailed knowledge of block geometry is required; such condition is rarely available in a field survey. This paper presents an analytical solution for block volume calculation using an easily obtained data in the field. Tetrahedral, tabular or prismatic blocks can be considered. An extension of the solution for polyhedral blocks is also presented. Cited in 1 Document MSC: 86A60 Geological problems Keywords:analytical methods; block volume calculation; discontinuity planes; rock masses Software:Mathcad; Dips; Swedge PDF BibTeX XML Cite \textit{P. Lopes} and \textit{M. Lana}, Math. Geosci. 49, No. 2, 217--229 (2017; Zbl 1365.86031) Full Text: DOI OpenURL References: [1] Goodman RE, Shi G (1985) Block theory and its application to rock engineering. Prentice-Hall, New Jersey [2] Hoek E, Bray JW (1981) Rock slope engineering. The Institution of Mining and Metallurgy, CRC Press, London [3] Hoek E (1983) Strength of jointed rock masses. 23rd Rankine Lecture. In: Géotechnique 33:187-223 [4] Jeng, FS; Chiang, ML; Lin, ML, Analysis of the kinematic stability of pyramidal blocks. SINROCK2004 symposium, Int J Rock Mech Min Sci, 41, 3, (2004) [5] Lana, MS; Leite, LF; Cabral, IE, Aplicação de métodos de agrupamento para definição de famílias de descontinuidades, Revista Brasileira de Geociências, 39, 657-667, (2009) [6] Lopes, PFT; Lana, MS; Pinheiro, AL, Uma solução analítica geral para cálculo de volumes de blocos EM maciços rochosos fraturados, CILAMCE XXXII Congresso Ibero Latino Americano de Métodos Computacionais em Engenharia, 1, 1-11, (2011) [7] Palmström A (1995) A rock mass characterization system for rock engineering purposes. PhD thesis, Oslo University, Norway, pp 400 [8] Parametric Technology Corporation Ptc (2010) Mathcad 15.0 [9] Priest SD (1980) The use of inclined hemisphere projection methods for the determination of kinematic feasibility, slide direction and volume of rock blocks. Int J Rock Mech Min Sci Geomech Abstr 17: 23 [10] Priest SD (1985) Hemispherical projection methods in rock mechanics. Allen and Unwin, London [11] Priest SD (1993) Discontinuity analysis for rock engineering. Chapman and Hall, London [12] Rocscience INC (2012) Dips Version 6.0-graphical and statistical analysis of orientation data. http://www.rocscience.com. Toronto, Ontario, Canada [13] Rocscience Inc (2006) Swedge Version 5.0-3D surface wedge analysis for slopes. http://www.rocscience.com. Toronto, Ontario, Canada [14] Warburton, PM, Vector stability analysis of an arbitrary polyhedral rock block with any number of free faces, Int J Rock Mech Min Sci Geomech Abstr, 18, 415-427, (1981) [15] Warburton PM (1983) Applications of a new computer model for reconstructing blocky rock geometry-analyzing single block stability and identifying keystones. In: Proceedings of 5th International Congress on Rock Mechanics, ISRM, pp 225-230 [16] Warburton, PM, A computer program for reconstructing blocky rock geometry and analyzing single block stability, Comput Geosci, 11, 707-712, (1985) [17] Wyllie DC, Mah CW (2007) Rock slope engineering-civil and mining. Spon Press, New York This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. It attempts to reflect the references listed in the original paper as accurately as possible without claiming the completeness or perfect precision of the matching.