Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles.

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Bibliographic Details
Title: Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles.
Authors: Cheng Huang1 tjhuangcheng@163.com
Source: Journal of Applied Mathematics. 2013, p1-10. 10p.
Subjects: Boundary value problems, PORTAL (Computer program language), Differential equations, Algorithms, Runge-Kutta formulas, Finite difference method, Potential theory (Mathematics)
Abstract: This paper presents a new numerical approach for computing the internal force and displacement of portal double-row piles used to stabilize potential landslide. First, the new differential equations governing the mechanical behaviour of the stabilizing pile are formulated and the boundary conditions are mathematically specified. Then, the problem is numerically solved by the high accuracy Runge-Kutta finite difference method. A program package has been developed in MATLAB depending on the proposed algorithm. Illustrative examples are presented to demonstrate the validity of the developed program. In short, the proposed approach is a practical new idea for analyzing the portal double-row stabilizing pile as a useful supplement to traditional methods such as FEM. [ABSTRACT FROM AUTHOR]
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Database: Engineering Source
Description
Abstract:This paper presents a new numerical approach for computing the internal force and displacement of portal double-row piles used to stabilize potential landslide. First, the new differential equations governing the mechanical behaviour of the stabilizing pile are formulated and the boundary conditions are mathematically specified. Then, the problem is numerically solved by the high accuracy Runge-Kutta finite difference method. A program package has been developed in MATLAB depending on the proposed algorithm. Illustrative examples are presented to demonstrate the validity of the developed program. In short, the proposed approach is a practical new idea for analyzing the portal double-row stabilizing pile as a useful supplement to traditional methods such as FEM. [ABSTRACT FROM AUTHOR]
ISSN:1110757X
DOI:10.1155/2013/485632