摘要
采用一种新的静压桩实验方法,是基于板壳理论的半解析半数值的数学方法再加上统计学方法,有效的将应变值转换为所需要的桩侧压力和摩擦力,可直观的得出桩的刺入过程中的侧压力和摩阻力的动态变化。
A rigorous statistical technique based on shell theory was introduced to filed single jacked pile experiment. Strain of pile measured during pile penetration was transformed into the stress acting at the pile/soil interface during installation.
出处
《安徽水利水电职业技术学院学报》
2006年第3期24-26,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
静压桩
侧压力
摩阻力
jacked pile
lateral pressure
shear stress
