Chapter
Apr 26, 2012
Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material Model
Authors: Amit Prashant [email protected], Abhishek Srivastava, and Gyan Vikash, Ph.D. [email protected]Author Affiliations
Publication: Soil Behavior and Geo-Micromechanics
Abstract
Natural soil deposits commonly exhibit cross-anisotropy about a vertical axis due to their depositional environment. This paper presents a study of the vertical stress distribution in a cross-anisotropic elastic soil deposit due to a point load. The study is based upon the exact solution derived by Liao and Wang (1998) that uses Fourier and Hankel transforms to solve the governing differential equations of the displacement functions. The solution has been first modified to consider a reduced parameter elastic model for cross-anisotropy as proposed by Graham and Houlsby (1983). The vertical stress distribution in the soil has been studied for a vertical point load with a varying degrees of anisotropy.
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© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Anisotropy
- Continuum mechanics
- Deformation (mechanics)
- Design (by type)
- Elastic analysis
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geometry
- Geotechnical engineering
- Half space
- Load factors
- Mathematics
- Parameters (statistics)
- Soil mechanics
- Soil properties
- Soil stress
- Solid mechanics
- Static loads
- Statics (mechanics)
- Statistics
- Stress (by type)
- Stress distribution
- Structural analysis
- Structural design
- Structural engineering
- Structural mechanics
- Vertical loads
Authors
Affiliations
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, India.E-mail: [email protected]
Abhishek Srivastava
Graduate student, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, India
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, India.E-mail: [email protected]
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