Pile Bearing Properties Analysis Based on Energy Method

Abstract:

Energy transfer of pile body in foundation is considered by the energy balance equation of pile unit. Bilinear model is used to calculate the pile side load transfer, and trilinear model to calculate the toe resistance load transfer. According to the deformation coordinating relations, pile load-settlement curve analysis method is obtained. Comparing the in-situ and calculation data, the results show that they are basically consistent. The conclusions are pile bearing properties can be analyzed reasonably by this method, and the calculation results can provide a reference to engineering practice.

• Periodical: Advanced Materials Research (Volumes 639-640)
• Pages: 704-707
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.639-640.704
• Online since: January 2013
• Authors: Si Si Liu, Zhong Qiu Xie
• Keywords: Bridge Engineering, Energy Method, Load Capacity, Pile Foundation, Settlement

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