Mechanical Properties and Constitutive Model of Calcareous Sand Strengthened by MICP

To improve the mechanical properties of calcareous sand, it is proposed that microbial induced calcium carbonate precipitation (MICP) technology be used. A series of solidification tests were conducted in natural seawater and freshwater environments. The standard stress path static triaxial apparatus was used to conduct shear tests on calcareous sand and solids under varying reinforcement conditions. The composite power-exponential (CPE) model is proposed to describe the stress-strain relationship curve of the solid, and the method for determining model parameters is presented. The experimental results showed that the strength of calcareous sand with solids increased with the increase in number of reinforcement times for both test environments. Owing to the high salinity of seawater, which inhibits the activity of urease in bacterial solutions, the reinforcement strength in the seawater environment was generally lower than that in the freshwater environment. The compactness had an evident effect on the strength of the added solids. With the increase in compactness, the strength of the sample also increased, but the rate of increase was reduced. The simulation results showed that the established constitutive model can accurately describe the stress-strain relationship of microbial-reinforced calcareous sand and verified the applicability of the model.

Automated summary

The use of microbial induced calcium carbonate precipitation (MICP) technology is proposed to improve the mechanical properties of calcareous sand. Solidification tests were conducted in natural seawater and freshwater environments, and shear tests were performed on calcareous sand and solids under varying reinforcement conditions. The composite power-exponential (CPE) model is introduced to describe the stress-strain relationship of the solid, and a method for determining model parameters is presented. The experimental results showed that the strength of calcareous sand with solids increased with the increase in number of reinforcement times for both test environments.