Effects of grass roots on soil-water retention curve and permeability function

Author:

Jotisankasa Apiniti1,Sirirattanachat Teerapat2

Affiliation:

1. Department of Civil Engineering, Kasetsart University, Bangkok, Thailand.

2. Bureau of Road Research and Development, Department of Highways, formerly Department of Civil Engineering, Kasetsart University, Bangkok, Thailand.

Abstract

The effects of Vetiver grass (Chrysopogon zizanioides) roots on the soil-water retention curves (SWRCs), permeability (k) function, and saturated permeability, ksat, have been investigated on clayey sand (SC) and low-plasticity silt (ML). For ML soil, when the root biomass per soil volume was lower than 6.5 kg/m3, the saturated permeability increased, the air-entry suction decreased slightly, and the SWRC became steeper with increasing root contents, probably due to the formation of cracks caused by wetting and drying cycles during the plant growing period. Nevertheless, roots appeared to decrease the saturated permeability and increase the air-entry suction of ML soil, after reaching this threshold with a root content of about 6.5 kg/m3 as roots occupied the macropores and tended to suppress cracks and swelling. For SC soil for all root contents, only a slight variation of the saturated permeability with root content could be observed for the upper bounds on saturated permeability. However, the lower bounds on saturated permeability appeared to decrease as root content increased. It has also been shown that for a suction range beyond 30 kPa, the influence of roots on permeability appeared to be less significant.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference66 articles.

1. ADPC. 2006. Rapid assessment, flashflood and landslide disaster in the provinces of Uttaradit and Sukhothai, northern Thailand. Asian Disaster Preparedness Center, Bangkok, Thailand.

2. Effect of Desiccation on Compacted Natural Clays

3. Test Methods for Specific Gravity of Soil Solids by Water Pycnometer

4. Test Method for Permeability of Granular Soils (Constant Head)

5. Test Method for Particle-Size Analysis of Soils

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