摘要
本文通过实例说明了CFG桩复合地基在石灰岩地区的适用性和优越性。并采用ANSYS有限元软件对单桩复合地基进行数值模拟,模拟值与理论值比较,更接近实测值,说明了数值模拟有相当的可靠度,为研究以石灰岩为持力层CFG桩复合地基提供了新方法。
Through example, the paper fully demonstrates adaptability and advantage of the CFG pile composite foundation in the limestone area. And it simulate the pile composite foundation using ANSYS finite element software.sinmlation compared with the theoretical value is closer to the measured values.This result indieates simulation is eonsiderable reliable and provides new means to study the CFG pile eomposite foundation using limestone as bearing eourse.
出处
《中国新技术新产品》
2011年第18期92-93,共2页
New Technology & New Products of China
关键词
CFG桩
复合地基
石灰岩
持力层
CFG pile,strong , Composite foundation, limestone, Bearing stratum.