Abstract
The objective of this study is to evaluate the applicability and mechanism of xanthan gum (XG) biopolymer for improving the reinforcement effect of microbially induced carbonate precipitation (MICP) on sandy soils under completed drying and saturated conditions using triaxial consolidated undrained (CU) tests, unconfined compressive strength (UCS) tests, scanning electron microscopy (SEM) tests and X-Ray Diffraction (XRD) tests. Results of tests show that, in the CU tests, the shear strength and dilatancy of MICP combined with XG biopolymer (MICP-XG) treated sand are between those of MICP treated sand and XG treated sand, and decrease for increasing XG biopolymer concentration. The highest shear strength and dilatancy occur in the MICP treated sand. In the UCS tests, the unconfined compressive strength of the MICP-XG treated sand is significantly higher than that of MICP or XG treated sand, and increases with the increase of XG biopolymer concentration. In addition, the calcium carbonate content of MICP-XG treated sand is slightly lower than that of MICP treated sand. Combined with the microscopic tests results of each sample, it implies that xanthan gum biopolymer can effectively improve the strengthening effect of MICP on sandy soils under drying conditions, while it slightly weakens the strengthening effect of the MICP method under saturated conditions.
Disclosure statement
No potential conflict of interest was reported by the author(s).