适用于半迹长测线法的岩体结构面直径新试算法

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (620 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The discontinuity in rock mass is assumed as a disc，and the diameter becomes an important parameter of its spatial distribution. The diameter can be deduced from the observed trace length. A new trial algorithm for diameter was proposed，which simulated discontinuity distribution with Monte Carlo method，deduced distribution relation with analytic geometry and programmed with Excel or C++. The best diameter distribution from the algorithm was that making the trial untruncated-uncensored semi-trace length approximate to the observed one. Experiments to reduce the discreteness of the algorithm result were conducted. It is shown that taking mean value of many trials can reduce the discreteness effectively. The new trial algorithm is more accurate，better in fault tolerance，faster in calculation，lower in hardware configuration，less in file size and memory occupancy，more convenient in programming and more stable in running than Priest-Zhang algorithm. Also it suits more distribution patterns than Priest-Zhang algorithm and Huang Lei?s previous one. The new trial algorithm supplies the gap in the accurate algorithms for universal distribution patterns in semi-trace line-sampling，which has been tested in Wenchuan earthquake area and is worth popularizing.

Key words： rock mechanics Wenchuan earthquake semi-trace line-sampling untruncated-uncensored semi-trace length distribution new trial algorithm for diameter Monte Carlo method analytic geometry

Received: 06 June 2011

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2012/V31/I1/140

[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. Modeling 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.(GAO Lina. Application researches of uncertain statistic model for discontinuities trace length[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2006.(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 Geomechancis 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：Northeast Normal University Press，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] WINES D R，LILLY P A. Measurement and analysis of rock mass discontinuity spacing and frequency in part of the Fimiston Open Pit operation in Kalgoorlie，Western Australia：a case study[J]. International Journal of Rock Mechanics and Mining Sciences，2002，39(5)：589–602. [33] GRENON M，HADJIGEORGIOU J. Drift reinforcement design based on discontinuity network modeling[J]. International Journal of Rock Mechanics and Mining Sciences，2003，40(6)：833–845. [34] BRZOVIC A，VILLAESCUSA E. Rock mass characterization and assessment of block-forming geological discontinuities during caving of primary copper ore at the El Teniente mine，Chile[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(4)：565–583. [35] 黄磊，唐辉明，张龙，等. 适用于半迹长测线法的岩体结构面迹长与直径关系新模型及新算法[J]. 岩石力学与工程学报，2011，30(4)：733–745.(HUANG Lei，TANG Huiming，ZHANG Long，et al. New relation between rock discontinuities trace length and diameter for semi-trace scanline sampling and new algorithm[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(4)：733–745.(in Chinese)) [36] ZHANG L，EINSTEIN H H. Estimating the mean trace length of rock discontinuities[J]. Rock Mechanics and Rock Engineering，1998，31(4)：217–235. [37] 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. [38] 赵鑫. 运用三维非连续性裂隙网络模型研究裂隙产状误差[硕士学位论文]. 北京：中国地质大学，2006.(ZHAO Xin. Analyses of orientation errors of fractures using 3D discrete fracture network[M. S. Thesis][D]. Beijing：China University of Geosciences，2006.(in Chinese))