Litcius/Paper detail

Experimental study on mechanical and hydraulic properties of xanthan gum improved low liquid limit silty soil

Xutao Zhang, Wenyue Cao, Xiao Zhang, Xiao Zhang, Xiao Zhang

2024Scientific Reports17 citationsDOIOpen Access PDF

Abstract

Abstract The low liquid limit silty soil in the North China plain area is generally unsuitable for direct use as roadbed and slope soil. In order to improve the performance of low liquid limit silty soil, xanthan gum was used as an improver. Through a series of tests, the improvement effect of xanthan gum on low liquid limit silty soil was studied. The test results showed that Xanthan gum as an improver could significantly improve the unconfined compressive strength of silty soil. With the increase in dosage and curing age, the unconfined compressive strength of improved silty soil continued to improve and eventually tended to stabilize. The optimal dosage and curing period were 2% and 7 days, respectively. In addition, Xanthan gum could greatly improve the permeability and disintegration of low liquid limit silty soil. The permeability coefficient of improved silty soil with a content of 0.75% Xanthan gum and a 7-day curing period was 4.73 × 10 −4 m·s −1 , which was only 1.10% of that of plain silty soil at the same curing period. After immersion in water for 12 h, the soil only experienced slight disintegration. The scanning electron microscope image showed that the gel generated by the hydration reaction of Xanthan gum could improve the compactness and integrity of the soil by filling the voids, thus significantly improving the mechanical and hydraulic properties of the low liquid limit silty soil.

Topics & Concepts

Xanthan gumAtterberg limitsSiltGeotechnical engineeringCuring (chemistry)Materials scienceCompressive strengthPermeability (electromagnetism)Soil waterComposite materialEnvironmental scienceSoil scienceChemistryGeologyRheologyMembranePaleontologyBiochemistryGrouting, Rheology, and Soil MechanicsMicrobial Applications in Construction MaterialsGeotechnical Engineering and Soil Stabilization