摘要
复合载体夯扩桩作为一种地基工程新技术正受到重视,但其设计施工技术国内尚无系统研究.针对其在上部为非自重湿陷性黄土的不均匀地基中的应用,进行了初步探讨.
Composite bottom expansively ramming pile is a new technology of foundation engineering and receiving more and more attention. The design of the kind of pile is concerned because of the lack of systematic research on the problem. This paper focuses on the application of composite bottom expansively ramming pile in asymmetry foundation caused by non-self-weight collapsible loess and has a primary discuss on it.
出处
《洛阳大学学报》
2004年第2期96-99,共4页
Journal of Luoyang University
关键词
异形夯扩桩
复合地基
非自重湿陷性黄土
special-shaped compaction pile
composite foundation
non-self-weight collapsible loess