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Both the IPS and IRS decrease with water content increase, while increase with increasing soil dry density.
This would, at the same water content, increase the amount of excess water for forming water films coating the solid particles to improve flowability, or at the same flowability requirement, allow the water/cementitious materials ratio to be lowered to increase strength.
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As the water content increases, clays become plastic and then change to a near-liquid state.
Soil water content increased with increasing water level and plant density.
It decreases by 30% as the water content increases from 14.5%to20.5%5%.
Available water content increases to a maximum of about 2.3 times the control.
As the water content increases, the soil mass gradually starts to behave like a viscous liquid.
Gravimetric soil water content increased with biochar application regardless of rate, as compared to the control.
At the onset of rainfall, soil water content increased for all tillage and barrier practices.
As the sorbed water content increased, the samples necked and extensive plastic deformation resulted.
With more rainfall, soil water content increased marginally without barriers while with barriers there was continued soil water build-up.
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