Study on Strength and Leaching Behavior of Biogeochemical Cemented Sand

Conventional ground improvement techniques involve densification of soil either by mechanical compaction or chemical grouting while others involve inclusion of reinforcements, etc. Many conventional grout materials were found posing a threat to environment due to their toxic nature and release of greenhouse gases. In this regard, research is initiated in developing more environmentally sustainable additives for soil improvement in which biological based alternatives are gaining momentum. In the present study, a noble technique Microbial Induced Calcite Precipitation (MICP) using Sporosarcina pasteurii was adopted to modify the properties of sand and improve its efficiency by supplementing with Cellulomonas flavigena. The mineralogy of treated specimens was studied using X-Ray Diffraction and Scanning Electron Microscope analyses. The leachability of precipitated calcite was studied under constant flowing conditions and the material was found to be stable. The Unconfined Compressive Strength (UCS) and elastic modulii of the treated specimens were found to be in the range of 266-343 kPa and 14-35 MPa respectively. The angle of internal friction found from Direct Shear Test on treated specimens was observed to be a little lower compared to virgin specimens. The permeability of treated specimen showed a reduction in magnitude by one order approximately.