Study on Settlement Behaviour of Annular Raft Foundation using Finite Element–Boundary Element Method

Author:

Shiuly Amit,Roy Supriya

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference21 articles.

1. Antony SJ, Chandrashekhara K (2000) Ring plate on a transversely isotropic elastic halfspace. PERGAMON, Appl Math Modell 24(1):55–72

2. Brown PT (1969a) Numerical analysis of uniformly loaded circular rafts on deep elastic foundation. Geotechnique 19(3):399–404

3. Brown PT (1969b) Numerical analysis of uniformly loaded circular rafts on elastic layer of finite depth. Geotechnique 19(3):399–404

4. Bulut R (2001) Finite element method analysis of slabs on elastic half space expansive foundations. PhD Thesis, Civil Engineering Department, Texas A&M University

5. Choobbasti AJ, Hesami S, Najafi A, Pirzadeh S, Farrokhzad F, Zahmatkesh A (2010) Numerical evaluation of bearing capacity and settlement of ring footing; case study of Kazeroon cooling towers. Int J Res Rev Appl Sci 4(2):263–271

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1. Analysis of Settlement Deformation of Embankment Dam in Longyang Reservoir;International Journal of Geosynthetics and Ground Engineering;2024-05-31

2. An Analytical Study of Annular Raft on Granular Piles;Studia Geotechnica et Mechanica;2024-03-01

3. Numerical Evaluation of Settlement and Stresses of Annular Raft;Journal of The Institution of Engineers (India): Series A;2022-12-28

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