Chapter
Jun 20, 2012
Earthquake-Induced Deformations of Partially Saturated Embankments
Authors: Rolando P. Orense [email protected], Masayuki Hyodo [email protected], Norimasa Yoshimoto [email protected], and Junya Ohashi [email protected]Author Affiliations
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
The amount of water in soil plays very important role in defining its shear strength. Thus, when considering partially saturated slopes subjected to earthquake-induced ground shaking, it is important to quantify how such slopes respond to the induced dynamic stresses. For this purpose, undrained cyclic triaxial tests were performed on decomposed granite soil in order to quantitatively investigate the effects of degree of saturation and initial static shear stress on its earthquake response characteristics. The experimental results obtained were then used in conjunction with pseudo-static slope stability analysis and modified Newmark sliding block model to estimate the deformation of embankments which were under different degrees of saturation. The example calculations clearly showed the effect of saturation on the magnitude of seismic-induced displacements of embankments.
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© 2008 American Society of Civil Engineers.
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Published online: Jun 20, 2012
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ASCE Technical Topics:
- Continuum mechanics
- Deformation (mechanics)
- Earthquakes
- Engineering fundamentals
- Engineering mechanics
- Geohazards
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Material mechanics
- Material properties
- Materials engineering
- Saturated soils
- Shear strength
- Shear stress
- Soft soils
- Soil deformation
- Soil mechanics
- Soil properties
- Soil strength
- Soil water
- Soils (by type)
- Solid mechanics
- Strength of materials
- Stress (by type)
- Structural analysis
- Structural engineering
- Structural mechanics
- Tests (by type)
- Triaxial tests
Authors
Affiliations
Senior Lecturer, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand. E-mail: [email protected]
Professor, Department of Civil and Environmental Engineering, Yamaguchi University, 2-16-1 Tokiwadai, Ube, Japan. E-mail: [email protected]
Assistant Professor, Department of Civil and Environmental Engineering, Yamaguchi University, 2-16-1 Tokiwadai, Ube, Japan. E-mail: [email protected]
Graduate student, Department of Civil and Environmental Engineering, Yamaguchi University, 2-16-1 Tokiwadai, Ube, Japan. E-mail: [email protected]
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