"Mitigating Frost Heave and Thaw Weakening in Roads using Wicking Geote" by Javad Galinmoghadam
 

Doctoral Dissertations

Abstract

"Excess water is known to be the primary cause of soil and foundation problems. In cold regions, water-related problems are exacerbated by seasonal freezing and thawing cycles. Frost heave and thaw weakening is the leading cause of premature pavement failure and consume considerable budgets of the Department of Transportations in cold regions. The first step to designing mitigation measures is the ability to predict frost heave under different conditions. This study aims to introduce a new method for quantifying frost heave using a prediction model based on the state surface approach. This proposed model addressed many inconsistencies and limitations of existing frost heave models and provided a more general and comprehensive prediction model. Each part of the prediction model was then verified using available lab test results or closed-form solutions of known physical processes.

The second goal of this study was to investigate possible frost heave mitigation techniques by reducing excess water in pavement using wicking geotextile. For this purpose, first, wicking geotextile was used in a laboratory test setup to quantify its performance in draining soil moisture. Then, the laboratory results were verified in a full-scale field test section. Finally, a numerical model was developed to investigate the performance of the wicking geotextile under pavement considering full soil-climatic interactions through a novel soil-atmospheric model"-- Abstract, p. iv

Advisor(s)

ElGawady, Mohamed

Committee Member(s)

Olgun, C. Guney
Cawlfield, Jeffrey D.
Sherizadeh, Taghi
Hu, XianBiao

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

Ph. D. in Civil Engineering

Publisher

Missouri University of Science and Technology

Publication Date

Spring 2025

Pagination

xvi, 172 pages

Note about bibliography

Includes_bibliographical_references_(pages 167-168)

Rights

©2024 Javad Galinmoghadam , All Rights Reserved

Document Type

Dissertation - Open Access

File Type

text

Language

English

Thesis Number

T 12481

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