摘要
按基础与地基共同作用的方法,对岩基上独立基础的基底反力分布,进行了分析研究。研究表明,岩石地基上的扩展式独立基础,其基底反力分布的非线性特征非常显著。基底的分布模式和变化规律,与土质地基不同,具有不能用均布反力去近似的不均匀性。针对这一特性,笔者在文中进行了详细地分析阐述,并提出了几点结论,可供参考。
The research has been done upon counterforce distribution of individual substratum of different rock foundation by way of mutual action of both foundation and substratum, which shows an appreciable nonlinear distribution feature. Distribution pattern and change role of the rock foundation differ from those of soil foundation, hereby, counterforce distribution cannot be used to approximate its unevenness. After analyzing and discussing these matters in detail, conclusions are made by the author for reference.
出处
《有色金属设计》
2006年第3期34-38,共5页
Nonferrous Metals Design
关键词
岩石地基
扩展式独立基础
基底反力
Rock foundation
expand individual foundation
counterforce of substratum
