Chapter
Apr 26, 2012
Influence of Cell Pressure on Clay Volume under Suction Control
Authors: Muawia A. Dafalla [email protected] and Mosleh A. Al-Shamrani [email protected]Author Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
The cell pressure in most of the geotechnical testing is used to simulate natural soil confinement or to meet specific conditions that serve the purpose of the test. One dimensional oedometer tests were found to overestimate some geotechnical parameters. Application of cell pressure is not an exact simulation for different lateral soil stiffness but can be used to obtain a reliable data. In this work variable cell pressures were applied to suction controlled clay samples. The system control of suction relies on axis-translation technique in which the desired suction value is obtained through the control of air pressure applied from the top of the sample and pore water pressure introduced through high air entry porous ceramic disc from the bottom. The volume changes and compressibility data are presented and discussed.
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© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Clays
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Pressure (type)
- Soil dynamics
- Soil mechanics
- Soil pressure
- Soil properties
- Soil suction
- Soil tests
- Soils (by type)
- Solid mechanics
- Suction
- Tests (by type)
- Water and water resources
- Water pressure
Authors
Affiliations
BRCES, College of Engineering, King Saud University, Saudi Arabia Assistant Professor, P.O. Box 800, Riyadh 11421.E-mail: [email protected]
BRCES, College of Engineering, King Saud University, Saudi Arabia Professor, P.O. Box 800, Riyadh 11421.E-mail: [email protected]
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