Performance of bio-based soil stabilizers in transportation earthworks-laboratory investigations

dc.contributor.advisor Halil Ceylan
dc.contributor.author Yang, Bo
dc.contributor.department Department of Civil, Construction and Environmental Engineering
dc.date 2018-08-11T16:19:49.000
dc.date.accessioned 2020-06-30T02:59:53Z
dc.date.available 2020-06-30T02:59:53Z
dc.date.copyright Thu Jan 01 00:00:00 UTC 2015
dc.date.embargo 2001-01-01
dc.date.issued 2015-01-01
dc.description.abstract <p>Rapid advancements in bioenergy-based industry have not only reduced our dependency on fossil resources but also brought about sustainable development for human society. The production of biofuel derived from biomass also produces co-products containing lignin. Biofuel co-products (BCPs) containing sulfur-free lignin were investigated in this research study to gain further insight into their benefits in stabilizing pavement subgrade soil. Three different types of co-products were tested: (1) a liquid type with medium lignin content (BCP A), (2) a powder type with the low lignin content (BCP B), and (3) another liquid type with high lignin content (BCP C). The laboratory tests focused on engineering properties, including unconfined compressive strength (UCS), shear strength, freeze-thaw durability, and moisture sustainability of BCPs-treated soils. Four types of Iowa soil were mixed with BCPs for testing, and the results indicated that BCPs are promising additives for soil stabilization in Iowa because of their beneficial effects in improving soil engineering properties, strength properties, durability, and resistance to moisture degradation. UCS and freeze-thaw durability of BCPs-treated soils were also compared to the same qualities of traditional stabilizer (cement)-treated soil. Scanning electron microscope (SEM) and X-ray diffraction (XRD) were also performed to identify mechanisms of BCP based soil stabilization. A microstructural analysis showed that BCP materials could coat and bind soil grains and thereby form a strong soil structure.</p> <p>Based on this study’s findings, the application of BCPs in soil stabilization appears to benefit both the bioenergy industry and the pavement construction industry. Only BCP A and BCP C tests were conducted in some of the testing activity due to lack of a sufficient quantity of these two BCPs. When a sufficient quantity of these BCPs becomes available, balanced tests and field investigation is recommended to verify the effects of BCP in soil stabilization practices.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/etd/14887/
dc.identifier.articleid 5894
dc.identifier.contextkey 8436128
dc.identifier.doi https://doi.org/10.31274/etd-180810-4486
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath etd/14887
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/29071
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/etd/14887/Yang_iastate_0097M_15318.pdf|||Fri Jan 14 20:28:03 UTC 2022
dc.subject.disciplines Civil Engineering
dc.subject.keywords Civil Engineering (Civil Engineering Materials)
dc.subject.keywords Civil Engineering
dc.subject.keywords Civil Engineering Materials
dc.subject.keywords biofuel co-product
dc.subject.keywords lignin
dc.subject.keywords nontraditional soil stabilizer
dc.subject.keywords pavement earthwork
dc.subject.keywords soil stabilization
dc.title Performance of bio-based soil stabilizers in transportation earthworks-laboratory investigations
dc.type thesis
dc.type.genre thesis
dspace.entity.type Publication
relation.isOrgUnitOfPublication 933e9c94-323c-4da9-9e8e-861692825f91
thesis.degree.discipline Civil Engineering (Civil Engineering Materials)
thesis.degree.level thesis
thesis.degree.name Master of Science
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