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Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction

Computers and geotechnics, v.38 no.2, 2011년, pp.248 - 257  

Kim, Y. (Department of Civil Engineering, Yonsei University, Seoul 120-749, Republic of Korea) ,  Jeong, S.

Abstract AI-Helper 아이콘AI-Helper

The load distribution and deflection of large diameter piles are investigated by lateral load transfer method (p-y curve). Special attention is given to the soil continuity and soil resistance using three-dimensional finite element analysis. A framework for determining a p-y curve is calculated base...

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참고문헌 (27)

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  21. Shatnawi ES. Development of p-y criterion for anisotropic rock and cohesive intermediate geomaterials. PhD thesis, University of Akron, Ohio; 2008. 

  22. J Appl Sci Taha 9 909 2009 10.3923/jas.2009.909.916 The performance of laterally loaded single pile embedded in cohesionless soil with different water level elevation 

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