Prediction and Application of Equilibrium Water Content of Expansive Soil Subgrade
Publication: IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
Abstract
In order to investigate water equilibrium of expansive soil subgrade, equilibrium water content of recompacted, expansive soil under different stress conditions in wide suction range is measured, and the key parameter for numerical analysis is obtained. A two-dimensional subgrade-atmosphere interaction model is developed and used to numerically simulate variation of water content of a covered, expansive soil subgrade in 10 years. Compaction control criterion for expansive soil subgrade is proposed considering the equilibrium water content. The results show that equilibrium water content is stress-dependent in suction of 0-3 MPa. Water content of subgrade increases slowly in 8 years and reaches equilibrium state finally. The optimum water content of wet compaction is close to equilibrium water content and natural water content of expansive soil in moist and hot climate. Compaction of expansive soil subgrade should be controlled in light of wet compaction criterion.
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© 2013 American Society of Civil Engineers.
History
Published online: Nov 12, 2013
ASCE Technical Topics:
- Engineering mechanics
- Equilibrium
- Expansive soils
- Fine-grained soils
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Hydrologic properties
- Hydrology
- Infrastructure
- Pavements
- Soil analysis
- Soil mechanics
- Soil properties
- Soil stress
- Soil water
- Soils (by type)
- Statics (mechanics)
- Subgrade soils
- Subgrades
- Transportation engineering
- Water and water resources
- Water content
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