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适用于半迹长测线法的岩体结构面直径新试算法 被引量:12

NEW TRIAL ALGORITHM FOR ROCK DISCONTINUITY DIAMETER APPLICABLE TO SEMI-TRACE LINE-SAMPLING
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摘要 当假定结构面形状为圆盘时,直径成为岩体结构面空间分布的重要参数,需由实测迹长推求。提出直径新试算法,以Monte Carlo法模拟结构面几何要素分布、解析几何学推导分布关系、Excel或C++等编程试算直径分布使试验逼近实测未删截半迹长分布,此时试算直径分布为最佳直径分布。由于结果具有离散性,进行降低离散性试验,发现多次试算取平均值能有效降低离散性。新试算法较Priest-Zhang算法更准确、容错能力更强、计算速度更快、硬件配置更低、文件和内存占用量更小、编程更简便、运行更稳定,且较Priest-Zhang算法、黄磊前期算法适用分布形式更广。新试算法填补了在半迹长测线法中能够适用于多种分布形式的直径准确算法鲜见的空白,在汶川地震区得到成功验证,值得推广。 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.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2012年第1期140-153,共14页 Chinese Journal of Rock Mechanics and Engineering
基金 国家重点基础研究发展计划(973)项目(2011CB710600) 汶川地震区岩体稳定性评价技术方法资助项目(G091914)
关键词 岩石力学 汶川地震 半迹长测线法 未删截半迹长分布 直径新试算法 MONTE Carlo法 解析几何学 rock mechanics Wenchuan earthquake semi-trace line-sampling untruncated-uncensored semi-trace length distribution new trial algorithm for diameter Monte Carlo method analytic geometry
作者简介 黄磊(1986-),男,2008年毕业于中国地质大学(武汉)岩土工程与工程地质系岩土工程专业,现为博士研究生,主要从事岩体结构方面的研究工作。E-mail:278908378@qq.com
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参考文献31

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  • 2HUDSON J A, PRIEST S D. Discontinuity frequency in rock masses[J]. International Journal of Rock Mechanics and Mining Sciences and GeomechanicsAbstracts, 1983, 20(2): 73 - 89.
  • 3EINSTEIN 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.
  • 4KULATILAKE 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 GeomechanicsAbstracts, 1993, 30(5): 503 - 526.
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二级参考文献42

  • 1荣冠,周创兵,朱焕春,刘佑荣.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):1122-1126. 被引量:11
  • 2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. 被引量:38
  • 3杜时贵,王思敬.岩石质量指标(RQD)的各向异性分析[J].工程地质学报,1996,4(4):48-54. 被引量:18
  • 4SHI G H.Geometric method for the stability analysis of discontinuous rocks[J].Scientia Sinica,1982,25(3):318-336.
  • 5HUDSON 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.
  • 6EINSTEIN 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.
  • 7KULATILAKE 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.
  • 8JOURDE 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.
  • 9TRAN 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.
  • 10J(A)GER P,STEINMANN P,KUHL E.On local tracking algorithms for the simulation of three-dimensional discontinuities[J].Computational Mechanics,2008,42(3):395-406.

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