Modelling and Assessment of a Single Pile Subjected to Lateral Load
Author:
Affiliation:
1. Department of Civil Engineering , College of Engineering, University of Diyala , Baqubah , Iraq
2. Department of Civil and Structural Engineering , Universiti Kebangsaan Malaysia , Kuala Lumpur , Malaysia
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://www.sciendo.com/pdf/10.2478/sgem-2018-0009
Reference25 articles.
1. Abbas Al-Shamary, J.M., Chik, Z. & Taha, M.R. 2018. Modeling the lateral response of pile groups in cohesionless and cohesive soils. International Journal of Geo-Engineering, 9(1), 1-17.
2. Abbas, J.M., Chik, Z. & Taha, M.R. 2017. Lateral Pile Response Subjected to Different Combination of Loadings. Journal of Engineering Science and Technology Review 10 (6), 195-202
3. Abbas, J.M., Chik, Z. & Taha, M.R. 2015. Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil. Front. Struct. Civ. Eng, 9(2): 176–193.
4. Anagnostopoulos, C. and M. Georgiadis, 1993. Interaction of axial and lateral pile responses. J. Geotech. Eng. Division, 119(4): 793–798.
5. Brinkgreve, R.B.J. & Broere, W. (2004) “PLAXIS 3D FOUNDATION - version 1” Netherlands.
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