Research on the Prediction and Calculation Method of Settlement of Red Clay Foundation

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Abstract:

A Modified Cam-Clay Model and finite element methods (FEM) are used in this paper to analyze the deformation and settlement of red clay foundation. The results show: (1)The deformation of oil tank foundation calculated is close to that measured and the effect of geometric nonlinearity is small. (2) Geometry of loading and level of stress have important effects on the deformation behaviors of red clay foundations. In practice the result of elastic-plastic FEM is much better than that of classical calculated methods (CCM).

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Periodical:

Advanced Materials Research (Volumes 998-999)

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1444-1447

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Gerhart, B, and Milkoich, G.T., Organizational differences in managerial compensation and fine performance, Academy of Management Journal, Vol. 33: 663-691, (1990).

DOI: 10.2307/256286

Google Scholar

[2] CTCI Corporation. Bureau of Kaohsiung Mass Rapid Transit Bureau of Kaohsiung Mass Rapid Transit vol. 1 (1991) pp.1-202.

Google Scholar

[3] Chang KR, Lin ML. Analysis of consolidation settlement caused by withdrawing of multi-well water at Meiliao area. Master Thesis of Civil Engineering, National Taiwan University, Taiwan; (1999).

Google Scholar

[4] Duh FL Lue CJ. A study on the problem of consolidation settlement due to withdrawing of water. Master Thesis of Civil Engineering Chung Fua University, Taiwan; (1992).

Google Scholar