摘要
以石家庄元氏县某试验场地的现场单桩复合地基试验为例,运用三维有限元分析软件ANSYS对夯实水泥土桩复合地基承载机理进行了数值模拟和分析,探讨了夯实水泥土桩复合地基的承载性状发展过程。
Taking the present single-pole composite foundation experiment of a test field in Yuanshi county of Shijiazhuang, it simulates and analyzes loading principle of ramming cement soil pole composite foundation from using three dimensional limit unit analyzing software ANSYS, discusses the developing process of loading characteristic in ramming cement soil pole composite foundation.
出处
《山西建筑》
2008年第32期111-113,共3页
Shanxi Architecture
关键词
夯实水泥土桩
复合地基
承载特性
数值分析
ramming cement soil pole composite foundation, composite foundation, loading characteristic, analysis of value
