Chapter
Apr 26, 2012
Research on the Disturbed State Concept for Soft Clay Roadbed
Publication: Soils and Rock Instrumentation, Behavior, and Modeling: Selected Papers from the 2009 GeoHunan International Conference
Abstract
With the rapid development of the economy in China, more and more highways and railways are being constructed in areas with soft soil. As a result, geotechnical engineers encounter many difficulties in dealing with stability and deformation problems of soft roadbeds. The significance of a disturbed state concept for soft clay is presented. Based on the tests, the preparation method of the soft clay samples with the different degrees of disturbance is illustrated. In addition, an electrical resistivity method is introduced to define and measure the disturbed variable, and a formulation for the development of disturbance is established. Also, an advanced disturbed state concept constitutive model is proposed. Finally, results from triaxial drained triaxial shear tests show that the advanced model can describe the stress-strain characteristics of soft clay.
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© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Clays
- Engineering fundamentals
- Geomechanics
- Geotechnical engineering
- Highway and road management
- Highway transportation
- Highways and roads
- Infrastructure
- Laboratory tests
- Shear tests
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil tests
- Soils (by type)
- Tests (by type)
- Transportation engineering
- Triaxial loads
- Triaxial tests
Authors
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Associate Professor, post doctoral researcher, Department of Civil Engineering, Yancheng Institute of Technology, Huanghai Road, Yancheng City, China. E-mail: [email protected]
Professor, Institute of Geotechnical Engineering, Hohai University, Xikang Road, Nanjing City, China. E-mail: [email protected]
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