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

Abstract:

Article Preview

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 et al., "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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Price:

$35.00

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