Affiliation:
1. School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, China.
2. Laboratoire Navier/CERMES, École des Ponts ParisTech (ENPC), Champs-sur-Marne 77420, France.
Abstract
The interlayer soil identified in conventional French rail track corresponds to a mixture of fine soil and coarse grains. To investigate the role of fines in the soil-water retention property of such a mixture, different coarse grain contents fv and dry densities of fine soil ρd–f were considered. The filter paper method was applied to measure matric suction. Mercury intrusion porosimetry tests were performed to observe the microstructure of the fine soil. In terms of the gravimetric water content of fine soil wf with matric suction ψ, the soil-water retention curve (SWRC) was significantly affected by ρd–f for ψ < 715 kPa, while independent of ρd–f for ψ > 715 kPa. Interestingly, this threshold ψ corresponded to a delimiting pore diameter of the bi-modal microstructure of fine soil, which separated micropores from macropores. In terms of degree of saturation Sr with ψ, the SWRC was significantly affected by ρd–f in the full suction range, while it was independent of fv. These findings help to better understand the results for samples where dry density of mixture ρd is kept constant: an increase in fv resulted in a decrease in ρd–f and the suction changed accordingly. In this case, both fv and ψ affected the mechanical behavior.
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Cited by
15 articles.
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