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Analysis of the correlation between strength and fractal dimension of gravelly soil in debris-flow source areas
Na, He; Tao, Li; Wei, Zhong; Cosgrove, Tom; Mei, Zeng
Particle size distribution of gravelly soil plays a crucial role in debris flow initiation. For better understanding the mechanism of debris flow formation, two crucial mechanical property parameters of the gravelly soil are required to be studied meticulously: hydraulic conductivity and strength. With the aim of measuring the composition of the gravelly soil, 182 soil samples were taken from debris flow prone areas. With the aid of a sieve test, the particle size distribution of the samples can be obtained and analyzed. Then fractal theory was employed to compute the fractal dimension of the soil samples. By analyzing the results of sieve test (particle size distribution curves) and the results of the fractal theory calculations, the relationship between fractal dimension and particle size distribution can be explored. The results illustrate that the particle compositions of the gravelly soil tends to remain uniform as the fractal dimension increases. Moreover, as the coarse particle content increases, the fractal dimension decreases. To better understand the formation mechanism of debris flows, direct shear tests were conducted. Subsequently the experimental results were analyzed. By analysis, the following conclusions can be drawn: the soil strength decreases as the fractal dimension increases, and for soils with lower moisture content and identical dry density, a linear relationship between fractal dimension and cohesion force was identified. Moreover, cohesion force and internal friction force both decrease as the fractal dimension increases, but the internal friction angle decreases slightly while the cohesion force decreases greatly. Therefore we concluded that soil strength decreased mainly due to the reduction in cohesion force. PUBLISHED peer-reviewed
Keyword(s): Debris flow; Fractal features; Fractal theory; Gravelly soil; Particle composition; Strength
Publication Date:
2016
Type: Journal article
Peer-Reviewed: Yes
Language(s): English
Institution: University of Limerick
Citation(s): The Open Civil Engineering Journal;10, pp. 866-876
http://dx.doi.org/10.2174/1874149501610010866
B2015-58
51178402
41302284
Publisher(s): Bentham Open
First Indexed: 2020-03-04 07:12:37 Last Updated: 2020-03-04 07:12:37