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