Estimating mean fracture trace length and density from observations in convex windows

被引:172
作者
Mauldon, M [1 ]
机构
[1] Univ Tennessee, Dept Civil & Environm Engn, Inst Geotechnol, Knoxville, TN 37996 USA
关键词
D O I
10.1007/s006030050021
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Although window samples of fracture traces are widely recognized to be length-biased and censored, they are often the best source of data for inferring statistical parameters of fracture sets. This paper presents new estimators for mean fracture trace length and density that correct for the effects of bias and censoring. A stereological estimator of mean trace length is derived for parallel traces in a rectangular sampling window, an end-point estimator of mean trace length is derived for windows with arbitrary convex boundaries and for arbitrary trace length distributions, and an end-point estimator of trace density is derived for windows with arbitrary convex boundaries and for arbitrary trace length and trace orientation distributions. Results for rectangular and circular windows are obtained as special cases of the general solutions for arbitrary convex windows. When applied to circular windows, the end-point estimator of mean trace length is, in addition, independent of the trace orientation distribution. The estimators are easily determined from field data. The endpoint estimator of trace density requires knowing only the area of the window and the number of end-points inside the window. The end-point estimator of mean trace length, when applied to circular windows, requires, in addition, the number of end-points outside the window (of those traces that intersect the window) and the stereological estimator of mean trace length requires only the apparent mean trace length and the height of the window.
引用
收藏
页码:201 / 216
页数:16
相关论文
共 25 条
[1]  
Ang AS., 1975, PROBABILITY CONCEPTS
[2]  
Bieniawski Z. T., 1978, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, V15, P99, DOI 10.1016/0148-9062(78)90003-7
[3]   PROGRESSIVELY CENSORED SAMPLING OF ROCK JOINT TRACES [J].
BAECHER, GB .
JOURNAL OF THE INTERNATIONAL ASSOCIATION FOR MATHEMATICAL GEOLOGY, 1980, 12 (01) :33-40
[4]  
BAECHER GB, 1977, P 18 US S ROCK MECH, V5, P1
[5]  
BAECHER GB, 1978, P 19 US S ROCK MECH, P56, DOI DOI 10.1016/0148-9062(79)90799-X
[6]   3-DIMENSIONAL STATISTICAL MODELING OF A FRACTURED ROCK MASS - AN EXAMPLE FROM THE FANAY-AUGERES MINE [J].
BILLAUX, D ;
CHILES, JP ;
HESTIR, K ;
LONG, J .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1989, 26 (3-4) :281-299
[7]  
Call R.D., 1976, MONOGRAPH ROCK MECH, P65
[8]   DESCRIBING SIZE OF DISCONTINUITIES [J].
CRUDEN, DM .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1977, 14 (03) :133-137
[9]  
DERSHOWITZ WS, 1992, ROCK MECHANICS : PROCEEDINGS OF THE 33RD U S SYMPOSIUM, P757
[10]   TRUNCATED LIFE TESTS IN THE EXPONENTIAL CASE [J].
EPSTEIN, B .
ANNALS OF MATHEMATICAL STATISTICS, 1954, 25 (03) :555-564