Paper Title:
Optimum Design Study on Leveling Variable Stiffness of Composite Foundation with Rammed Soil-Cement Pile
  Abstract

According to the practical project, settlement, reaction and bending moment of composite foundation with rammed soil-cement pile are recalculated, which based on the change of the original area replacement ratio, pile length and foundation thickness. The method of optimum design study on leveling variable Stiffness is investigated.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
2631-2635
DOI
10.4028/www.scientific.net/AMR.168-170.2631
Citation
Z. S. Zhang, Y. Deng, W. Zhang, D. S. Ju, "Optimum Design Study on Leveling Variable Stiffness of Composite Foundation with Rammed Soil-Cement Pile", Advanced Materials Research, Vols. 168-170, pp. 2631-2635, 2011
Online since
December 2010
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