Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles
Author
Source
Journal of Applied Mathematics
Issue
Vol. 2013, Issue 2013 (31 Dec. 2013), pp.1-10, 10 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2013-09-09
Country of Publication
Egypt
No. of Pages
10
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Huang, Cheng. 2013. Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles. Journal of Applied Mathematics،Vol. 2013, no. 2013, pp.1-10.
https://search.emarefa.net/detail/BIM-475394
Modern Language Association (MLA)
Huang, Cheng. Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles. Journal of Applied Mathematics No. 2013 (2013), pp.1-10.
https://search.emarefa.net/detail/BIM-475394
American Medical Association (AMA)
Huang, Cheng. Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles. Journal of Applied Mathematics. 2013. Vol. 2013, no. 2013, pp.1-10.
https://search.emarefa.net/detail/BIM-475394
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-475394