Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (7): 2723-2729.doi: 10.16285/j.rsm.2018.0615

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Determination on representative element volume of Nanjing silty-fine sand for its spatial pore structure

LIU Yu, ZHANG Wei, LIANG Xiao-long, XU Lin, TANG Xin-yu   

  1. School of Earth Sciences and Engineering, Nanjing University, Nanjing, Jiangsu 210023, China
  • Received:2018-04-13 Online:2019-07-11 Published:2019-07-19
  • Supported by:
    This work was supported by the National Key R & D Program of China(2018YFC1505104), the Key Project of the National Natural Science Foundation of China (41230636), the National Natural Science Foundation of China (40902076), Jiangsu Natural Science Foundation (BK20160366) and Suzhou Science and Technology Project (SYG201613).

Abstract: Determining the unified representative element volume (REV) is the primary issue to be solved when studying the meso-scale pore structure of soils. We use the synchrotron radiation μ-CT, in 6.5 μm voxel resolution, to scan a Nanjing silty-fine sand specimen. Five groups of cubic pore REV with the same dimension are chosen from the three-dimensional reconstruction model, at different heights, of the specimen. The maximal ball algorithm is used to analyze each pore REV. The pore network model of each REV is developed to extract eight pore structure parameters, namely porosity, pore number per unit volume, mean volume of pore, minimum pore volume, maximal pore radius, minimal pore radius, mean radius of pore and average shape factor of pore area. Subsequently, the correlations between the eight pore structure parameters and the REV size are established respectively. The results show that all the pore structure parameters tend to converge when the REV size increases. The T test and F test are performed with different REV edge lengths for the eight pore structure parameters in sequence. The REV edge length of each pore structure parameters is determined and the maximal value of them is selected. Finally, unified REV edge length is determined at 400 voxels, namely 2.60 mm, for all the pore structure parameters. This determination method can be used for the meso-scale pore structure analysis of grain soils such as sand soil and silty soil.

Key words: Nanjing silty-fine sand, synchrotron radiation μ-CT, representative element volume, three-dimensional reconstruction, maximal ball algorithm, pore structure parameters, hypothesis testing

CLC Number: 

  • TU 411
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