Engineering Kinematic Theory of Ground Contact Pressure in the Annex to the Hydraulic Port Facilities

Abstract:

Proposed a variant of the kinematic theory of engineering ground contact pressure . For disclosure of redundancy soil behavior of the load interacting with fencing or foundation used its dimensionless figure of soil deformation , presented as a nonlinear function .Has shown the equations of the intensity of lateral and vertical ground contact pressure on the wall and the foundation for the entire load range. Proposed an engineering reception accounting redistribution of lateral pressure on the wall, and the contact pressure on the foundation through the transformation ofcoefficient of subgrade resistance diagrams. Has shown the practical implementation of the kinematic theory of engineering ground contact pressure in the method of " mirroring " in relation to the thin walls of the wharf and the method of " traveling wave " for the foundations..

• Periodical: Advanced Materials Research (Volumes 945-949)
• Pages: 541-548
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.945-949.541
• Online since: June 2014
• Authors: Dang Tyu, Vladimir Korovkin*
• Keywords: Base Plate, Coefficient of Subgrade Resistance, Gravity Berthing Quays, Lateral Earth Pressure

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DOI: 10.5862/mce.41.5

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