摘要
结合申嘉湖杭(上海―嘉兴―湖州―杭州)高速公路嘉兴段Y型沉管灌注桩处理桥头软基实体工程,通过路堤填筑荷载下Y型沉管灌注桩加筋路堤路基表面及桩帽上下应力分布的现场试验研究,获得了路堤荷载下桩帽间土体表面应力、桩帽上应力及桩帽下土体表面应力的分布及变化规律,比较了距桩不同位置处桩帽间土体表面应力差别、桩帽上与桩帽下应力差别、桩帽下与桩帽间土体表面应力差别、桩帽上与桩顶上应力差别,分析了桩-土应力比及荷载分担比在路堤填筑荷载下变化趋势及规律。通过特殊加载时间段,分析了路堤填筑加载后应力及桩-土应力比调整规律。通过路堤进入预压期后的观测数据,分析了路堤进入预压期后桩-土应力比及荷载分担比变化规律。
Based on the soft ground improvement project at Jiaxing section of Shen-Jia-Hu-Hang Expressway using Y-shaped vibro-pile,field tests on reinforced embankment with Y-shaped vibro-pile were performed to study stress distribution at road embankment surface,and above and under pile caps under road embankment load;so that the stress distribution and change rules were obtained.A series of stress differences were compared at specific positions,such as different points at soil surface among pile caps,above and unde...
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2009年第2期297-304,共8页
Rock and Soil Mechanics
基金
江苏省"333"高层次人才项目资助(No.B08003)
关键词
Y型沉管灌注桩
加筋路堤
应力分布
桩-土应力比
荷载分担比
Y-shaped vibro-pile
reinforced embankments
stress distribution
pile-soil stress ratio
load sharing ratio
