Chapter
Dec 27, 2013
The Scattering of Transient Plane SH Waves by Deep Buried Cylindrical Lined Cavity in Saturated Soil
Authors: W. H. Li [email protected] and Z. ZhangAuthor Affiliations
Publication: International Efforts in Lifeline Earthquake Engineering
Abstract
On the basis of Biot dynamic theory for saturated, porous, elastic media, analytical solutions are presented for two-dimensional scattering and diffraction of transient plane SH waves by deep-buried, cylindrical, lined cavity in saturated porous elastic soil employing the Laplace transform and wave function expansion method according to the continuous conditions on saturated soil and lining structure interface and the stress-free condition on the surface of lining structure. The solutions can be degenerated under the condition of deep-buried, cylindrical cavity or rigid inclusion in saturated, porous, elastic soil or in the elastic medium. The solutions also are proofed by being compared with the existing related solutions. Numerical results are given, the effect of the lining thickness and stiffness on the stress concentration factor of the outside boundary of lining is shown.
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© 2014 American Society of Civil Engineers.
History
Published online: Dec 27, 2013
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ASCE Technical Topics:
- Cavitation
- Construction engineering
- Construction methods
- Continuum mechanics
- Dynamics (solid mechanics)
- Elastic analysis
- Engineering mechanics
- Fluid dynamics
- Fluid mechanics
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Linings
- Saturated soils
- Soft soils
- Soil analysis
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Solid mechanics
- Structural analysis
- Structural engineering
- Transient response
- Water and water resources
Authors
Affiliations
School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing, 100044, China. E-mail: [email protected]
Z. Zhang
School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing, 100044, China
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