Microbially induced calcite precipitation for seepage control in sandy soil

• المؤلفون الرئيسيون: Gao, Yufeng, Tang, Xinyi, Chu, Jian, He, Jia
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Civil engineering; Microbially Induced Calcite Precipitation; Permeability
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/151508
• المؤسسة: Nanyang Technological University

Microbially induced calcite precipitation (MICP) can reduce the permeability of soil by reducing the pore volumes. A MICP-based soil improvement method to control water leakage in irrigation channels and reservoirs built on sandy soil grounds is presented in this article. Using this method, a low-pe...