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| NEW MODEL OF RELATION BETWEEN ROCK DISCONTINUITIES TRACE LENGTH AND DIAMETER FOR SEMI-TRACE SCANLINE SAMPLING AND NEW ALGORITHM |
| (Faculty of Engineering,China University of Geosciences,Wuhan,Hubei 430074,China) |
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Abstract Probability relation between trace length and diameter of rock discontinuities applicable for semi-trace scanline sampling needs to be studied. And five kinds of possibilities are assumed as follows:endpoints of chords are distributed randomly on circumference;midpoints of chords are distributed randomly on a circular diameter;midpoints of chords are distributed randomly in sector;midpoints of chords are distributed randomly both on sectorial arc and diameter;midpoints of chords are distributed randomly on sectorial diameter(generalized model),five models of probability relations between untruncated-uncensored semi-trace length and diameter are acquired. Theory and practice demonstrate that the former four models are not applicable or not quite applicable for semi-trace scanline sampling;while generalized model is quite applicable. The five models supply a gap in previous knowledge of relation between the probability densities of untruncated-uncensored semi-trace length and diameter. When diameters follow uniform distribution pattern,a new diameter algorithm of generalized model is proposed. The new algorithm is applied to Wenchuan earthquake successfully and worth popularizing.
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Received: 20 January 2011
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| [1] SHI G H. Geometric method for the stability analysis of discontinuous rocks[J]. Scientia Sinica,1982,25(3):318–336.
[2] HUDSON J A,PRIEST S D. Discontinuity frequency in rock masses[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1983,20(2):73–89.
[3] EINSTEIN H H,VENEZIANO D,BAECHER G B,et al. The effect of discontinuity persistence on rock slope stability[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1983,20(5):227–236.
[4] KULATILAKE P H S W,WATHUGALA D N,STEPHANSSON O. Joint network modeling with a validation exercise in Stripa Mine, Sweden[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1993,30(5):503–526.
[5] 徐光黎,潘别桐,唐辉明,等. 岩体结构模型与应用[M]. 武汉:中国地质大学出版社,1993:89–144.(XU Guangli,PAN Bietong,TANG Huiming,et al. Model of rock mass structures and its applications[M]. Wuhan:China University of Geosciences Press,1993:89–144.(in Chinese))
[6] 陈剑平,王 清,肖树芳. 岩体裂隙网络分数维计算机模拟[J]. 工程地质学报,1995,3(3):79–85.(CHEN Jianping,WANG Qing,XIAO Shufang. Computer modeling of the fractal dimension of rock mass fracture network[J]. Journal of Engineering Geology,1995,3(3):79–85.(in Chinese))
[7] 李 浩,吴晓玲,朱焕春. 岩体裂隙线贯通率的计算机模拟计算[J]. 岩土力学,2001,22(3):350–352. (LI Hao,WU Xiaoling,ZHU Huanchun. Calculation of line-connectivity of fissure in rock mass[J]. Rock and Soil Mechanics,2001,22(3):350–352.(in Chinese))
[8] 荣 冠,周创兵,朱焕春,等. 三峡水库某库段岩体裂隙网络模拟研究[J]. 岩土力学,2004,25(7):1 122–1 126.(RONG Guan,ZHOU Chuangbing,ZHU Huanchun,et al. Research on fissures network of jointed rock masses in one section of Three Gorges Reservoir[J]. Rock and Soil Mechanics,2004,25(7):1 122–1 126.(in Chinese))
[9] 黄润秋,许 模,陈剑平,等. 复杂岩体结构精细描述及其工程应用[M]. 北京:科学出版社,2004:192–204,306–365.(HUANG Runqiu,XU Mo,CHEN Jianping,et al. Detailed description of complex rock structure and its application[M]. Beijing:Science Press,2004:192–204,306–365.(in Chinese))
[10] 高丽娜. 裂隙迹长非确定性统计模型的应用研究[硕士学位论文][D]. 成都:成都理工大学,2006:55–64.(GAO Lina. Application research of uncertain statistic model for discontinuities trace length[M. S. Thesis][D]. Chengdu:Chengdu University of Technology,2006:55–64.(in Chinese))
[11] JOURDE H,FENART P,VINCHES M,et al. Relationship between the geometrical and structural properties of layered fractured rocks and their effective permeability tensor:a simulation study[J]. Journal of Hydrology,2007,337(1/2):117–132.
[12] TRAN N H,RAHMAN S S. Development of hot dry rocks by hydraulic stimulation:natural fracture network simulation[J]. Theoretical and Applied Fracture Mechanics,2007,47(1):77–85.
[13] 梅 涛. 岩体节理三维网络模拟优化及在甘肃北山芨芨槽岩块的应用研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2008.(MEI Tao. Study on optimization of 3D joint network simulation in rock mass and its application in Jijicao block,Beishan,Gansu Province[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2008.(in Chinese))
[14] JÄGER P,STEINMANN P,KUHL E. On local tracking algorithms for the simulation of three-dimensional discontinuities[J]. Computational Mechanics,2008,42(3):395–406.
[15] SONG J J. Distribution-free method for estimating size distribution and volumetric frequency of rock joints[J]. International Journal of Rock Mechanics and Mining Sciences,2009,46(4):748–760.
[16] BANKWITZ P. Über Klüfte II. Die bildung der kluftfläche und eine systematik ihrer strukturen[J]. Geologie,1966,15:896–941.
[17] BARTON N. Some size dependent properties of joints and faults[J]. Geophysical Research Letters,1981,8(7):667–670.
[18] GLYNN E F,VENEZIANO D,EINSTEIN H H. The probabilistic model for shearing resistance of jointed rock[C]// STATELINE N ed. Proceedings of the 19th US Symposium on Rock Mechanics. Reno:Press of University of Nevada,1978:66–76.
[19] ROBERTSON A M. The interpretation of geological factors for use in slope theory[C]// RENSBURG V P W J ed. Proceedings of Planning Open Pit Mines. Cape Town,South Africa:Balkema Press,1970:55–71.
[20] BAECHER G B,LANNEY N A,EINSTEIN H H. Statistical description of rock properties and sampling[C]// Proceedings of the 18th US Symposium on Rock Mechanics. Golden,Colorado,USA:Colorado School of Mines Press,1977:1–8.
[21] NARENDRAN V M,CLEARY M P. Elastostatic interaction of multiple arbitrarily shaped cracks in plane inhomogeneous regions[J]. Engineering Fracture Mechanics,1984,19(3):481–506.
[22] BRIDGES M C. Presentation of fracture data for rock mechanics[C]// BARTON A C T ed. Proceedings of the 2nd Australian-New Zealand Conference on Geomechanics. Brisbane,Australia:RMIT University Press,1975:144–148.
[23] 伍法权. 统计岩体力学原理[M]. 武汉:中国地质大学出版社,1993:30–63.(WU Faquan. Principles of statistical mechanics of rock masses[M]. Wuhan:China University of Geosciences Press,1993:30–63.(in Chinese))
[24] KULATILAKE P H S W,WU T H. Relation between discontinuity size and trace length[C]// Proceedings of the 27th US Symposium on Rock Mechanics. Tuscaloosa,Alabama,USA:Society of Mining Engineers Publisher,1986:130–133.
[25] SONG J J,LEE C I. Estimation of joint length distribution using window sampling[J]. International Journal of Rock Mechanics and Mining Sciences,2001,38(4):519–528.
[26] SONG J J. Estimation of a joint diameter distribution by an implicit scheme and interpolation technique[J]. International Journal of Rock Mechanics and Mining Sciences,2006,43(4):512–519.
[27] VILLAESCUSA E,BROWN E T. Maximum likelihood estimation of joint sizes for trace length measurements[J]. Rock Mechanics and Rock Engineering,1992,25(2):67–87.
[28] WARBURTON P M. A stereological interpretation of joint trace data[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1980,17(4):181–190.
[29] 陈剑平,肖树芳,王 清. 随机不连续面三维网络计算机模拟原理[M]. 长春:东北师范大学出版社,1995:122–233.(CHEN Jianping,XIAO Shufang,WANG Qing. Computer modeling theory of random discontinuities 3D network[M]. Changchun:Press of Northeast Normal University,1995:122–233.(in Chinese))
[30] 黄国明,黄润秋. 复杂岩体结构的几何描述[J]. 成都理工大学学报,1998,25(4):552–557.(HUANG Guoming,HUANG Runqiu. Geometric description of complex rock mass structure[J]. Journal of Chengdu University of Technology,1998,25(4):552–557.(in Chinese))
[31] 袁绍国,王 震. 岩体节理迹长与节理真实长度的概率关系[J]. 包头钢铁学院院报,1999,18(1):5–8.(YUAN Shaoguo,WANG Zhen. Relation between joint size and its trace length on rock face[J]. Journal of Baotou University of Iron and Steel Technology,1999,18(1):5–8.(in Chinese))
[32] KULATILAKE P H S W,WU T H. Estimation of mean trace length of discontinuities[J]. Rock Mechanics and Rock Engineering,1984,17(4):215–232.
[33] CRUDEN D M. Describing the size of discontinuities[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1977,14(3):133–137.
[34] PRIEST S D,HUDSON J A. Estimation of discontinuity spacing and trace length using scanline surveys[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1981,18(3):183–197.
[35] KENDALL M G,MORAN P A P. Geometrical probability[M]. New York:Hafner Pub.,Co.,1963:92.
[36] 钱海涛,马 平,秦四清. 岩体不连续面迹长与直径间的概率关系模型分析[J]. 岩土力学,2007,28(9):1 828–1 832.(QIAN Haitao,MA Ping,QIN Siqing. Analysis of three probability models between trace length and diameter of rock discontinuities[J]. Rock and Soil Mechanics,2007,28(9):1 828–1 832.(in Chinese)) |
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