摘要
在西安地区,随着预应力高强混凝土管桩(PHC)在工程中的广泛应用,施工中出现的质量问题也逐渐增多。个别工程项目甚至出现了在南方饱和软土地区常见的因桩身上浮导致单桩承载力大幅降低的工程病害。结合西安地区东郊某静压管桩(PHC)工程的特点,分析并阐述了挤土效应和桩身卸压回弹造成饱和黄土场地静压PHC管桩出现场地隆起、桩身上浮形成"吊脚桩"的原因和机理,并据此提出了针对饱和黄土场地管桩施工所应注意的关键环节和预防措施。
Pre-stressed high strength concrete pipe pile (PHC) is extensively used for projects in Xi' an area with the con- struction quality problems gradually increasing. Engineering disease of individual project, such as pile capacity largely re- ducing, is often seen in saturated soft soil in south area because of shaft upfloat . The paper analyzes the causes and mecha- nism of heave by squeezing effect and shaft decompression rebound; "suspending pile" by shaft upfloat with a PHC pipe pile project in eastern suburb of Xi' an. Based on the above, the key links and preventive measures have been suggested for PHC pipe pile project construction in saturated loess site.
出处
《探矿工程(岩土钻掘工程)》
2013年第1期66-69,共4页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
饱和黄土
预应力高强混凝土管桩
管桩上浮
挤土效应
卸压回弹
西安地区
saturated loess
pre-stressed high strength concrete pipe pile
pipe pile upfloat
squeezing effect
decompres- sion rebound
Xi' an area