Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (2): 592-600.doi: 10.16285/j.rsm.2019.0066

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Effect of grain shape on pore characteristics and permeability of coarse-grained soil

PENG Jia-yi1, ZHANG Jia-fa2, 3, SHEN Zhen-zhong1, YE Jia-bing4   

  1. 1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 2. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan, Hubei 430010, China; 3. National Dam Safety Research Center, Changjiang River Scientific Research Institute, Wuhan, Hubei 430010, China; 4. School of Civil and Architectural Engineering, Wuhan University, Wuhan, Hubei 430072, China
  • Received:2019-01-11 Revised:2019-05-09 Online:2020-02-11 Published:2020-02-12
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51279016, 51479148, U1765205).

Abstract: Grain size distribution, grain shape, and filling density are the critical factors that affect the pore structure and permeability of coarse-grained soil. However, only a few studies have examined the effect of grain shape on the permeability of coarse-grained soil. The main reasons are that it is not easy to quantitatively describe the grain shape and to study its influences on pore system characteristics. This study compares the pore system characteristics and permeability of samples filled with irregular gravels, spherical and regular octahedral grains, respectively. The grain shape was quantified by the length-width ratio and roundness obtained in the previous study. The images of internal structure for samples were obtained by the computed tomography (CT) scanning, and then the specific surface area was obtained for reconstructed three-dimensional (3D) pore structure of samples. The results indicate that the specific surface area is a reliable parameter to identify the pore structure characteristics of coarse-grained soil. For samples with the same grain size distribution and porosity, the specific surface area of the pore system decreases as grain roundness increases and grain shape approaches sphere. The hydraulic conductivity results show that for these samples, the hydraulic conductivity increases with the increase of grain roundness but the decrease of the specific surface area of pore system. The samples filled with spherical grains have the highest permeability. The samples filled with the more nonspherical grains contain pore systems with more resistance to seepage flow and are less permeable.

Key words: grain shape, CT scanning technique, pore system, specific surface area, hydraulic conductivity

CLC Number: 

  • TU 411
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