Fractal models for the fragmentation of rocks and soils: a review

被引:192
作者
Perfect, E [1 ]
机构
[1] Univ Kentucky, Dept Agron, Lexington, KY 40546 USA
关键词
aggregation; fractal dimensions; fracture; fragmentation; rocks; soil;
D O I
10.1016/S0013-7952(97)00040-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Fragmentation, the process of breaking apart into fragments, is caused by the propagation of multiple fractures at different length scales. Such fractures can be induced by dynamic crack growth during compressive/tensile loading or by stress waves during impact loading. Fragmentation of rocks occurs in response to tectonic activity, percussive drilling, grinding and blasting. Soil fragmentation is the result of tillage and planting operations. Fractal theory, which deals with the scaling of hierarchical and irregular systems, offers new opportunities for modeling the fragmentation process. This paper reviews the literature on fractal models for the fragmentation of heterogeneous brittle earth materials. Fractal models are available for the fragmentation of: (1) classical aggregates; (2) aggregates with fractal pore space; and (3) aggregates with fractal surfaces. In each case, the aggregates are composed of building blocks of finite size. Structural failure is hierarchical in nature and takes place by multiple fracturing of the aggregated building blocks. The resulting number-size distribution of fragments depends on the probability of failure, P(1/b(i)), at each level in the hierarchy. Models for both scale-invariant and scale-dependent P(1/b(i)) are reviewed. In the case of scale-invariant P(1/b(i))<1, theory predicts: D(f)=3+log[P(1/b(i))]/log[b] for classical aggregates; D(f)=D(m)+log[P( 1/b(i))]/log[b] for aggregates with fractal pore space; and D(f)=D(s) for aggregates with fractal surfaces, where b is a scaling factor and D(f), D(m) and D(s) are the fragmentation, mass and surface fractal dimensions, respectively. The physical significance of these parameters. is discussed, methods of estimating them are reviewed, and topics needing further research are identified. (C) 1997 Elsevier Science B.V.
引用
收藏
页码:185 / 198
页数:14
相关论文
共 62 条
[1]   APPLICATION OF FRACTAL GEOMETRY TO THE STUDY OF NETWORKS OF FRACTURES AND THEIR PRESSURE TRANSIENT [J].
ACUNA, JA ;
YORTSOS, YC .
WATER RESOURCES RESEARCH, 1995, 31 (03) :527-540
[2]  
AHARONY A, 1986, ANN ISRAEL PHYS SOC, V8, P112
[3]  
[Anonymous], 1990, DISORDER FRACTURE
[4]   THE SHAPE OF ROCK PARTICLES, A CRITICAL-REVIEW [J].
BARRETT, PJ .
SEDIMENTOLOGY, 1980, 27 (03) :291-303
[5]   STRUCTURE AND SELF-SIMILARITY IN SILTY AND SANDY SOILS - THE FRACTAL APPROACH [J].
BARTOLI, F ;
PHILIPPY, R ;
DOIRISSE, M ;
NIQUET, S ;
DUBUIT, M .
JOURNAL OF SOIL SCIENCE, 1991, 42 (02) :167-185
[6]  
BERGSTROM BH, 1961, T AM I MIN MET ENG, V220, P367
[7]   STATISTICAL DISTRIBUTION OF NATURAL FRACTURES AND THE POSSIBLE PHYSICAL GENERATING MECHANISM [J].
BOADU, FK ;
LONG, LT .
PURE AND APPLIED GEOPHYSICS, 1994, 142 (02) :273-293
[8]   THE FRACTAL CHARACTER OF FRACTURE SPACING AND RQD [J].
BOADU, FK ;
LONG, LT .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1994, 31 (02) :127-134
[9]   Some fractal models of fracture [J].
Borodich, FM .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1997, 45 (02) :239-259
[10]   A SOIL-AGGREGATE CRUSHING-ENERGY METER [J].
BOYD, DW ;
SKIDMORE, EL ;
THOMPSON, JG .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1983, 47 (02) :313-316