Mathematic simulation and parameters determination of slacking process of weak rocks

Xiao-ming Liu , Ming-hua Zhao , Yong-hua Su

Journal of Central South University ›› 2007, Vol. 14 ›› Issue (6) : 877 -882.

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Journal of Central South University ›› 2007, Vol. 14 ›› Issue (6) : 877 -882. DOI: 10.1007/s11771-007-0166-1
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Mathematic simulation and parameters determination of slacking process of weak rocks

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Abstract

Slacking experiments were performed on the red beds weak rock from vicinity of Changsha. Grain size distribution of the slacking rock was tested periodically during the experiments, which can be used to describe the physical transition of red beds weak rock during slacking process. According to the similar characters of many attributions such as environmental moisture, mineralogical composition, grain size and other factors between big rocks before slacking and its slacked product, the self-similar property of big rock and the small one can be induced. Fractal concept was introduced to construct the slacking model of red beds weak rock. Combining the supposed relationship of time for slacking and grain size of weak rock, the mathematic simulation of slacking process of red beds weak rock was conducted. To simplify the parameters back calculation, the fractal model proposed by Tyler and Wheatcraft was introduced to describe the characters of grain size distribution variation. The results show that the fractal dimension calculated from simulation data meet experiments data closely, which proves that the mathematic simulation method is reasonable and the parameters determination method is effective.

Keywords

slacking process / fractal / simulation / weak rock

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Xiao-ming Liu, Ming-hua Zhao, Yong-hua Su. Mathematic simulation and parameters determination of slacking process of weak rocks. Journal of Central South University, 2007, 14(6): 877-882 DOI:10.1007/s11771-007-0166-1

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References

[1]

SinghT. N.. Slack durability study of shaly rock and its predictions[J]. Environmental Geology, 2005, 47: 246-253

[2]

TanL.-rong.. Discussion on mechanism of disintegration and argillitization of clay-rock[J]. Rock and Soil Mechanics, 2001, 22(1): 1-5

[3]

LiuC.-w., LuS.-liang.. Research on mechanism of mudstone degradation and softening in water[J]. Rock and Soil Mechanics, 2000, 21(1): 28-31

[4]

CheemaT., Al-HarthyA., Al-AghhariM., et al.. Influence of grain size and mineralogy on the strength of weak rocks[C]. Geo Jordan 2004: Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials and Soil Improvement, 2004, Irbid, Jordon, Geotechnical Practice Publication: 239-249

[5]

WangL., LiE.-xiong.. A chemical analysis on slope weathering process in red bed[J]. Journal of Chengdu University of Science and Technology, 1996, 94(6): 61-66

[6]

Test Method of Soil for Highway Engineering(JTJ05-93)[S]. Beijing: The Peoples Communication Press, 1993. (in Chinese)

[7]

MandelbrotB. B.The Fractal Geometry of Nature[M], 1982, New York, Freeman W H

[8]

XieH.-ping.. Fractal geometry and its application to rock and soil materials[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(1): 14-24

[9]

EnginC. K.Comparison of uniaxial compressive strength test and slack durability index values of shale samples from the breath formation, Kentucky[D], 1998, Rolla, University of Missouri-Rolla

[10]

McgownA., SaldivarS. A., RadwanA. M.. Fissure patterns and slope failures in till at Hurlford Ayrshire[J]. Quarterly Journal of Engineering Geology and Hydrogeology, 1974, 7: 1-26

[11]

TylerS. W., WheatcraftS. W.. Fractal scaling of soil particle size distribution: Analysis and limitations[J]. Soil Science Society of America Journal, 1992, 56: 362-370

[12]

TurcotteD. L.. Fractals and fragmentation[J]. J Geophys Res, 1986, 91(132): 1921-1926

[13]

LiuX.-ming.Research on slacking properties of red beds soft rock and dynamic deformation properties of embankment[D], 2006, Changsha, College of Civil Engineering, Hunan University

[14]

FredK. B.. Hydraulic conductivity of soils from grain-size distribution: New models[J]. J Geotech and Geoenvir Engrg, 2000, 126(8): 739-746

[15]

FalocnerK. J.The Geometry of Fractal Set[M], 1985, London, Cambridge University Press: 21-28

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