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Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile Cover

Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile

Civil and Environmental Engineering
Volume 15 (2019): Issue 2 (December 2019)
By: S.V. Sivapriya,  R. Balamurukan,  A. Jai Vigneshwar,  N. Prathibha Devi and  A. Shrinidhi  
Open Access
|Dec 2019

Authors

S.V. Sivapriya

sivapriyavijay@gmail.com

Department of Civil Engineering, SSN College of Engineering, Chennai, India

R. Balamurukan

Department of Civil Engineering, SSN College of Engineering, Chennai, India

A. Jai Vigneshwar

Department of Civil Engineering, SSN College of Engineering, Chennai, India

N. Prathibha Devi

Department of Civil Engineering, SSN College of Engineering, Chennai, India

A. Shrinidhi

Department of Civil Engineering, SSN College of Engineering, Chennai, India
DOI: https://doi.org/10.2478/cee-2019-0013 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 92 - 100
Published on: Dec 21, 2019
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Sloping ground,
Lateral load,
Bending moment,
Maximum bending moment,
Eccentricity
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2019 S.V. Sivapriya, R. Balamurukan, A. Jai Vigneshwar, N. Prathibha Devi, A. Shrinidhi, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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