期刊文献+

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 被引量:7

NEW MODEL OF RELATION BETWEEN ROCK DISCONTINUITIES TRACE LENGTH AND DIAMETER FOR SEMI-TRACE SCANLINE SAMPLING AND NEW ALGORITHM
下载PDF
导出
摘要 适用于半迹长测线法的岩体结构面迹长与直径概率关系需要研究,基于弦端点在圆周上随机分布、弦中点在圆某一直径上随机分布、弦中点在扇形内随机分布、弦中点在扇形圆弧且直径上同时随机分布、弦中点在扇形直径上随机分布(广义模型)这5种不同等可能假设,得到未删截半迹长与直径的5种概率关系模型,理论与实例证明前4种模型在半迹长测线法中不适用或适用性不强、广义模型适用性强,5种模型填补未删截半迹长与直径概率关系方面的空白。当直径服从均匀分布形式时,提出广义模型直径新算法,在汶川地震中得到成功应用,值得推广。 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.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2011年第4期733-745,共13页 Chinese Journal of Rock Mechanics and Engineering
基金 国家重点基础研究发展规划(973)项目(2011CB710600)
关键词 岩石力学 汶川地震 半迹长测线法 直径分布 未删截半迹长分布 概率关系新模型 直径新算法 rock mechanics Wenchuan earthquake semi-trace scanline sampling diameter distribution untruncated-uncensored semi-trace length distribution new model of probability relation new diameter algorithm
  • 相关文献

参考文献30

  • 1SHI G H.Geometric method for the stability analysis of discontinuous rocks[J].Scientia Sinica,1982,25(3):318-336.
  • 2HUDSON 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.
  • 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 Geomechanics Abstracts,1993,30(5):503-526.
  • 5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
  • 6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. 被引量:5
  • 7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
  • 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.

二级参考文献25

共引文献59

同被引文献161

引证文献7

二级引证文献51

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部