Chapter
Mar 28, 2013
Critical Load of Subsoil Considering Poisson's Ratio
Authors: Chuang Yu, Ph.D. [email protected], Xiaoqing Cai [email protected], and Liangliang Tang [email protected]Author Affiliations
Publication: Pavement and Geotechnical Engineering for Transportation
Abstract
Considering the different Poisson's ratios of subsoil, this paper derived the calculating formula for the critical edge load under the strip foundation, analyzed and discussed the steps of the calculating formula, carried out the maximum depth for the plastic zone reached and bearing capacity factors. With various Poisson's ratio of subsoil, the bearing capacity factors are dependent on internal friction angle and Poisson's ratio. On the case of the constant friction angle, the bearing capacity factors' values and bearing capacity increase with the increasing of Poisson's ratio. Compared with the engineering examples, it demonstrated the accuracy and reasonableness of the presented calculation approach.
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© 2013 American Society of Civil Engineers.
History
Published online: Mar 28, 2013
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ASCE Technical Topics:
- Buckling
- Continuum mechanics
- Critical loads
- Dynamics (solid mechanics)
- Engineering materials (by type)
- Engineering mechanics
- Foundation design
- Foundations
- Friction
- Geomechanics
- Geotechnical engineering
- Load bearing capacity
- Material mechanics
- Materials engineering
- Maximum loads
- Plastics
- Poisson ratio
- Soil mechanics
- Soils (by type)
- Solid mechanics
- Static loads
- Statics (mechanics)
- Strain
- Structural dynamics
- Subsoils
- Synthetic materials
Authors
Affiliations
Associate Professor, College of Architecture and Civil Engineering, Wenzhou University, Zhejiang Wenzhou, China, 325035. E-mail: [email protected]
Lecturer, College of Chemistry and Materials Engineering, Wenzhou University, Zhejiang Wenzhou, China, 325035. E-mail: [email protected]
College of Architecture and Civil Engineering, Wenzhou University, Zhejiang Wenzhou, China, 325035. E-mail: [email protected]
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