南昌工程学院学报2011，Vol.30Issue(6)：62-64,3.
粉土地区静压预制桩沉桩压力分析
Analysis of static pile pressure for statically pressed precast pile in silt zone
周宏 1卫乾 2吕华萍2
作者信息
- 1. 富阳市大同建设工程检测有限公司,浙江杭州311400
- 2. 杭州市勘测设计研究院,浙江杭州310012
- 折叠
摘要
Abstract
Through analyzing the relevant data of statically pressed precast in silt layer, we got the correlation between the upper limit of static pressure pile and probe resistance of double-bridge CPT,which provides a reference for similar projects. We also find that the standard value of single pile vertical bearing capacity calculated according to equation 5.3.4 from Construction of Pile Foundation Technical Specifications （ JGJ 94--2008 ） is similar to that of the static pressure pile in silt layer. The correlation between the upper limit values of pile foundation pressure and the single pile vertical bearing capacity is analyzed.关键词
静压预制桩/沉桩压力/粉土地区/静力触探Key words
statically pressed precast pile/static pile pressure/silt zone/cone penetration test分类
建筑与水利引用本文复制引用
周宏,卫乾,吕华萍..粉土地区静压预制桩沉桩压力分析[J].南昌工程学院学报,2011,30(6):62-64,3.
