چکیده مقاله
Revolutionary innovative approaches in the field of geotechnical research could bring breakthroughs to conventional soil stabilization practices, especially in a time when cost effectiveness, energy efficiency, and environmental sustainability are of vital importance One of the most promising methods to be substituted as a construction material is microbial induced calcium carbonate precipitation MICP through the application of bacteria and cementation solution with various purposes of soil properties improvement, including strength and stiffness, liquefaction resistance, wind/water erosion control, and permeability While the previous results confirm the general application of MICP, it does not explicitly detail the differences or specific challenges of applying MICP in fine versus coarse grained soils Hence, the present review aims to highlight the progress of research on the application of MICP in soil strengthening depending in various soil types Details on the maximum and minimum of the UCS achieved using multiple species, as well as the concentration of cementation solution, have been presented and discussed
کلیدواژهها
نویسندگان
Sara Tavakoli
MSc student, Department of Geotechnical Engineering, Faculty of Civil Engineering, Semnan University, Semnan, Iran
Maryam Naeimi
Assistant Research Professor, Desert Research Division, Research Institute of Forests and Rangelands, AREEO, Tehran, Iran
Abdolhosein Haddad
Professor, Department of Geotechnical Engineering, Faculty of Civil Engineering, Semnan University, Semnan, Iran
شیوه ارجاع
Tavakoli, Sara and Naeimi, Maryam and Haddad, Abdolhosein,1404,The Approach of MICP Treatment toward Soil Strengthening of Different Soil Types: A review,14th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات چهاردهمین کنگره بین المللی مهندسی عمران29 مهر 1404 · تهران