摘要
预应力高强度混凝土管桩(PHC管桩)具有应用范围广、单桩承载力高、工程造价低等鲜明特点,所以在我国发展迅速。根据南昌地区特殊的土层特点,依托该地区具体工程项目,采用有ANSYS有限元软件分析管桩在沉桩过程中土中应力应变分布及隆起特点。
Owing to the Pre-stressed High-strength Concrete Tube Pile has its wide application,single pile capacity and low - cost in project and so on, so it is developed quickly in our country. So in this thesis, according to the regional geology in Nanchang and depend on given project items, analyze the stress and strain of soil and hump of foundation by use of the ANSYS finite element analysis.
出处
《江西科学》
2009年第1期140-144,156,共6页
Jiangxi Science
