#7728. Performance evaluation of modified moisture barrier in mitigating expansive soil associated pavement distresses
July 2026 | publication date |
Proposal available till | 24-05-2025 |
4 total number of authors per manuscript | 0 $ |
The title of the journal is available only for the authors who have already paid for |
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Journal’s subject area: |
Civil and Structural Engineering;
Geotechnical Engineering and Engineering Geology;
Transportation; |
Places in the authors’ list:
1 place - free (for sale)
2 place - free (for sale)
3 place - free (for sale)
4 place - free (for sale)
Abstract:
Pavements in many parts of Texas seek frequent maintenance owing to the distress caused by cyclic swelling and shrinking of underlying highly expansive subgrade soil. Research indicates that rainwater intrusion from the edge and cracks on pavement surface is the major cause of such swelling and shrinkage. In this study, an attempt was made to stabilize a pavement section constructed over highly expansive subgrade soil in Frost, Texas using combination of geosynthetic materials referred to as modified moisture barrier.
Keywords:
Expansive soil; Geosynthetics; Modified moisture barrier; Pavement distresses; Stabilization
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