Funder
Natural Science Foundation of Fujian Province
National Natural Science Foundation of China
Reference95 articles.
1. Utilization of microbial induced calcite precipitation for sand consolidation and mortar crack remediation;Abo-El-Enein;HBRC J,2012
2. Characteristics of MICP- and EICP-treated sands in simple shear conditions: A benchmarking with the critical state of untreated sand;Ahenkorah;Géotechnique,2023
3. ASTM D2166/D2166M–13, 2013. Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken, USA.
4. ASTM D7181–20, 2020. Standard test method for consolidated drained triaxial compression test for soils. ASTM International, West Conshohocken, USA.
5. Evaluation of microbially induced calcite precipitation (MICP) methods on different soil types for wind erosion control;Chae;Environ. Eng. Res.,2021