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Optimization of Soil Cement Containing Native Loess in Southeast Idaho Utilizing Superplasticizers
Department: Civil & Environmental
ResourceLengthWidthThickness
Paper000
Specimen Elements
Pocatello
Unknown to Unknown
Brenna Gundersen
Idaho State University
Thesis
Yes
6/5/2026
digital
City: Pocatello
Master
This study optimizes soil-cement mixtures using locally sourced loess from Southeastern Idaho, Portland Type II cement, and polycarboxylate superplasticizers to achieve structural-grade performance while minimizing environmental impacts. Through systematic experimentation varying cement contents (10–45% by weight) and superplasticizer dosages (up to 3%), thixotropic mixes were developed, consisting of a fluid, homogeneous product without rodding and rapid 1-day formwork removal. Under airtight curing, the optimal 30% cement with 3% superplasticizer formulation attained an average 28-day unconfined compressive strength of 4,876 psi and average tensile strengths of 478 psi. Vibration enhanced strengths by an average of 18% with the most optimal mix increasing strength from 4,876 psi to 5,831 psi via improved particle packing. Freeze-thaw tests showed moderate degradation but sufficient resilience for road bases and embankments. Water bath curing reduced the average strengths from 4,876 psi to 2,808 psi, underscoring moisture sensitivity in variable climates such as in Southeastern Idaho. Preliminary tests with kaolinite and bio-graphene additives alone and with cement revealed potential for cohesion and packing but inconsistent hydration interference, necessitating refined dosages. From an economic perspective, native loess may reduce sourcing costs by up to 50%. The results demonstrate the viability of soil-cement for sustainable infrastructure, bridging the affordability of adobe with concrete durability for application in low-income housing and pavements in collapsible soil regions. Challenges include tensile brittleness and field moisture protection which may be addressed by use of fibers and air-entrainers. Research into freeze thaw durability showed results adequate to meet subbase requirements for the southeastern Idaho roads. Future work should consider field trials and carbon-neutral supplementary cementitious materials (SCMs) to scale adoption, advancing resilient, eco-friendly construction amid escalating global housing demands. Keywords: soil-cement optimization, superplasticizer additives, sustainable infrastructure

Optimization of Soil Cement Containing Native Loess in Southeast Idaho Utilizing Superplasticizers

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