Estimating engineering properties of igneous rocks using semi-automatic petrographic analysis

被引:22
作者
Aligholi, Saeed [1 ,2 ]
Lashkaripour, Gholam Reza [1 ]
Ghafoori, Mohammad [1 ]
机构
[1] Ferdowsi Univ Mashhad, Dept Geol, Fac Sci, Mashhad, Razavi Khorasan, Iran
[2] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
关键词
Igneous rock; Index properties; Cerchar abrasivity index; Image processing; Petrographic image analysis; Multivariate regression model; UNIAXIAL COMPRESSIVE STRENGTH; POINT-LOAD STRENGTH; CERCHAR ABRASIVITY INDEX; MECHANICAL-PROPERTIES; THIN-SECTIONS; GRAIN-SIZE; TEXTURAL CHARACTERISTICS; GRANITIC-ROCKS; EDGE-DETECTION; IMAGE-ANALYSIS;
D O I
10.1007/s10064-018-1305-7
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An experimental study that contributes to the understanding of the relationships between petrographic features and engineering properties of igneous rocks is conducted. To this end, a wide range of igneous rocks were tested for their engineering properties including abrasivity (Cerchar abrasivity index), mechanical (point load strength index Is((50))), basic physical (dry density and porosity) and dynamic (P-wave velocity) characteristics. Moreover, a semi-automatic method has been developed to analyze petrographic data that relies on digital image acquisition from representative parts of representative thin sections of samples, semi-automatic image segmentation and image analysis. The method quantifies 18 petrographic features including size descriptors (area, perimeter, equivalent circular diameter, minimum Feret's diameter, maximum Feret's diameter), shape descriptors (elongation, orientation, eccentricity, compactness, rectangularity, solidity, convexity), rock fabric coefficients (index of interlocking, index of grain size homogeneity, texture coefficient) and mineralogical indices (saturation index, feldspathic index, colouration index). The Pearson's correlation coefficient and multivariate regression analysis are employed to analyze the relationships between extracted petrographic features and engineering properties. In general, fine-grained and basic igneous rocks compared to the acidic and coarse-grained ones possess higher engineering quality and lower abrasiveness potential. The results imply that mineralogical composition tends to be more important than rock fabric characteristics in determining the engineering properties of igneous rocks. Furthermore, among rock fabric characteristics, size descriptors have significant influence on the engineering properties. Overall, it was found that mineralogical composition and rock fabric characteristics provide a suitable complement to reliably predict engineering properties of igneous rocks.
引用
收藏
页码:2299 / 2314
页数:16
相关论文
共 81 条
[41]  
Jin X., 2012, United States Patent No. U.S. Patent, Patent No. [8,260,048, 8260048]
[42]  
JUNG J, 1959, CLASSIFICATION MODAL
[43]   Evaluation of simple methods for assessing the uniaxial compressive strength of rock [J].
Kahraman, S .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (07) :981-994
[44]   Predicting elastic properties of intact rocks from index tests using multiple regression modelling [J].
Karakus, M ;
Kumral, M ;
Kilic, O .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2005, 42 (02) :323-330
[45]   Determination of mechanical properties of rocks using simple methods [J].
Kilic, A. ;
Teymen, A. .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2008, 67 (02) :237-244
[46]   Relationship between point load strength index and uniaxial compressive strength of hydrothermally altered soft rocks [J].
Kohno, M. ;
Maeda, H. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 50 :147-157
[47]  
Lashkaripour G.R., 2002, B ENG GEOL ENVIRON, V61, P73, DOI DOI 10.1007/S100640100116
[48]  
Lassnig K., 2008, GEOMECHANICS TUNNELL, V1, P71, DOI DOI 10.1002/GE0T.200800008
[49]   Point Load Test on Meta-Sedimentary Rocks and Correlation to UCS and BTS [J].
Li, Diyuan ;
Wong, Louis Ngai Yuen .
ROCK MECHANICS AND ROCK ENGINEERING, 2013, 46 (04) :889-896
[50]  
Marschallinger R., 2010, MICROSC SCI TECHNOL, V4, P1526