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根据灌注桩设计当中存在的问题,按照m法对考虑地基土共同工作时桩身内力分布和变形进行了研究,给出了弹性长桩与刚性短桩的划分界限及各自的桩身强度设计方法,编写了计算机程序,并制成设计图表.
According to the existing problems in the design of cast-in-situ piles, the internal force distribution and deformation of the piles considering the common working of foundation soil are studied in accordance with the m method. The demarcation limits of elastic long piles and rigid short piles and the design methods of their pile strength are given , Wrote a computer program, and made a design chart.