A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile

Abstract:

At present, in the deep soft soil area, pile types of composite foundation include rigid-flexible and long-short piles, rigid long- short pile , pile partner, and this paper proposes a new type of pile - rigid long-short piles with no cushion short pile. Using the one Finite element software Midas- GTS , this paper compared these pile types ,in vertical direction element stress, pile-soil stress ratio and cushion stress level the cushion of pile-soil stress ratio and stress level, to illustrate the advantages of the new pile.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 803-808
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.803
• Online since: May 2012
• Authors: Ming Fei Zhang, Guang Hua Yang, En Qi Wang
• Keywords: Cushion Stress Level, Long with Cushion - Short without Cushion Rigid Pile, Midas-GTS, Pile-Soil Stress Ratio

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