M.S. Civil and Environmental Engineering
Civil and Environmental Engineering
Henry M. Rowan College of Engineering
Fills (Earthwork)--maintenance and repair; Soil mechanics
Civil and Environmental Engineering | Geotechnical Engineering
Desiccation cracking considerably impairs the hydraulic and mechanical properties of clayey soils and is critical to the long-term performance of infrastructure foundations and earth structures. Classical crack remediation methods are associated with high labor and maintenance costs or the usage of environment-unfriendly chemicals. Recycling waste materials and developing bio-mediated techniques have emerged as green and sustainable soil stabilization solutions. The objective of this study is to investigate the feasibility of soil crack remediation through the usage of microbial-induced calcite precipitation (MICP) and bottom ash admixtures. We carry out monotonic drying and cyclic drying-wetting tests to characterize the effects of bottom ash and MICP on the desiccation cracking of clayey soils. The desiccation cracking patterns captured by a high-resolution camera are quantified using image processing and digital image correlation techniques. We also resort to scanning electron microscopy for microstructural characterizations. MICP treatment improves the soil strength due to the precipitation of calcite crystals on soil particle surface and inside inter-particle pores. Adding bottom ash into clay reduces the plasticity of the mixture, promotes the flocculation of clay particles by cation exchange, and also provides soluble calcium to enhance calcite precipitations. This study demonstrates the potential of using bottom ash and MICP for crack remediation and brings new insights into the design and assessment of sustainable infrastructures under climate changes.
Vail, Mark, "Remediation of desiccation cracking in clayey soils through bio-cementation and bottom ash" (2020). Theses and Dissertations. 2829.