Analysis on Contact Pressure Distribution and Design Model of Foundation Reinforcement

Abstract:

Article Preview

With an independent foundation reinforced applying section-enlarging plan as an example, the contact stress distributions between foundation and groundsill in 6 conditions were analyzed by finite element method and the pattern of stress distributions were discussed. Variable parameters include values of load on foundation and compression modulus ratio K of new and old foundation. The result showed the ratio of old foundation’s contact pressure to that of new foundation was about equal to the K. Based on the analysis results, consider the two times loading effect, the force diagrams of foundation strengthened were presented.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

1402-1406

DOI:

10.4028/www.scientific.net/AMR.368-373.1402

Citation:

E. J. Wu and W. Jiang, "Analysis on Contact Pressure Distribution and Design Model of Foundation Reinforcement", Advanced Materials Research, Vols. 368-373, pp. 1402-1406, 2012

Online since:

October 2011

Authors:

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.