摘要
通过软土地基中预应力管桩在水平荷载作用下的抗弯性能试验,计算出不同水平荷载作用下桩身最大弯矩及其出现的位置,在对比计算和实测结果的基础上,分析了水平荷载作用下桩基的抗弯性能,并根据试验结果,对桩基施工提出建议。
Through the prestress tubular pile anti-benting test in the soft soll foundation, the biggest pile body moment under different horizontal loading and the location of the moment are caculated. On the basis of comparision of caculation and practice result, anti-benting performance of the pile foundation under different horizontal loading is analyzed. According to the test result, the suggestion is provided on pile foundation construction.
出处
《工程质量》
2010年第1期60-63,共4页
Construction Quality
关键词
水平荷载
预应力管桩
软土地基
桩身弯矩
horizontal loading
prepress tubular pile
soft soil foundation
pilebody moment
