Publication Date

12-2025

Date of Final Oral Examination (Defense)

10-22-2025

Type of Culminating Activity

Thesis

Degree Title

Master of Science in Civil Engineering

Department

Civil Engineering

Supervisory Committee Chair

Bhaskar Chittoori, Ph.D.

Supervisory Committee Member

Mojtaba Sadegh, Ph.D.

Supervisory Committee Member

Nick Hudyma, Ph.D.

Abstract

Ground improvement design (GID) is a vital part of constructing safe, long-lasting infrastructure. Traditionally, this is done with a chemical additive such as lime or cement that is mixed with in-situ soil to improve soil parameters such as compressibility, and strength. These stabilizers produce high amounts of carbon emissions. As a response, engineers and researchers are beginning to develop new stabilization methods using biopolymers and geopolymers in hopes of achieving comparable soil stability results as well as reduced environmental impacts.

This thesis work integrates a life-cycle analysis (LCA) and life-cycle-cost-analysis (LCCA) framework to evaluate and compare four soil stabilizer types: lime, cement, biopolymers, and geopolymers. The comparison tool assesses and compares both the costs and embodied carbon emissions associated with manufacturing/processing, material transportation, and initial construction. Numerical and visual results are generated, allowing for all categories to be easily compared with one another across the specified stabilizer. A case study has been conducted for a US-95 roadway section located in Marsing, Idaho. The results of this case study reflect positively on the use of polymers, particularly geopolymers, as a soil stabilizer. Geopolymers outperformed traditional stabilizers both in carbon emissions and overall monetary cost, reducing emissions by approximately 85% and cost by 64% relative to typical cement treatment [sic]

The developed comparison framework supports the implementation of sustainable roadway infrastructure using data-driven material selection.

DOI

https://doi.org/10.18122/td.2453.boisestate

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