DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY
Abstract
The Mononobe-Okabe (M-O) method based on limit equilibrium principle is widely used in the design of retaining structures against earthquake loads. However, this method does not consider the soil-structure interaction and wave propagation effects. On the other hand, it is known that the interactions of retaining structures with backfill and foundation soils transform the seismic behavior of these structures to a rather complex problem. The main purpose of this study is to evaluate the soil-structure interaction and wall flexibility effects on the seismic behavior of backfill-cantilever retaining wall-foundation/soil systems. In line with this target, three dimensional finite element models were utilized for analyzing the aforementioned systems. Seismic analyses were carried out in the time domain by considering five different foundation soil conditions and two different wall thicknesses. The results were comparatively interpreted in terms of lateral wall displacements and the stresses occurring at critical sections of the wall. It was observed that these responses may vary significantly due to soil-structure interaction and wall flexibility effects.
Keywords
References
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Details
Primary Language
English
Subjects
Engineering
Journal Section
Research Article
Publication Date
September 1, 2015
Submission Date
April 16, 2015
Acceptance Date
September 18, 2015
Published in Issue
Year 2015 Volume: 33 Number: 4
APA
Çakır, T., & Dağ, S. (2015). DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY. Sigma Journal of Engineering and Natural Sciences, 33(4), 577-589. https://izlik.org/JA82MC97UD
AMA
1.Çakır T, Dağ S. DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY. SIGMA. 2015;33(4):577-589. https://izlik.org/JA82MC97UD
Chicago
Çakır, Tufan, and Serhat Dağ. 2015. “DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY”. Sigma Journal of Engineering and Natural Sciences 33 (4): 577-89. https://izlik.org/JA82MC97UD.
EndNote
Çakır T, Dağ S (September 1, 2015) DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY. Sigma Journal of Engineering and Natural Sciences 33 4 577–589.
IEEE
[1]T. Çakır and S. Dağ, “DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY”, SIGMA, vol. 33, no. 4, pp. 577–589, Sept. 2015, [Online]. Available: https://izlik.org/JA82MC97UD
ISNAD
Çakır, Tufan - Dağ, Serhat. “DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY”. Sigma Journal of Engineering and Natural Sciences 33/4 (September 1, 2015): 577-589. https://izlik.org/JA82MC97UD.
JAMA
1.Çakır T, Dağ S. DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY. SIGMA. 2015;33:577–589.
MLA
Çakır, Tufan, and Serhat Dağ. “DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY”. Sigma Journal of Engineering and Natural Sciences, vol. 33, no. 4, Sept. 2015, pp. 577-89, https://izlik.org/JA82MC97UD.
Vancouver
1.Tufan Çakır, Serhat Dağ. DYNAMIC DISPLACEMENT AND STRESS ANALYSES OF CANTILEVER RETAINING WALLS CONSIDERING SOIL-STRUCTURE INTERACTION AND WALL FLEXIBILITY. SIGMA [Internet]. 2015 Sep. 1;33(4):577-89. Available from: https://izlik.org/JA82MC97UD