摘要
稳定分析是软基上填筑路堤或进行堆载预压时应重点考虑的问题之一。稳定分析常采用的计算方法是圆弧滑动法和地基承载力法。通过对这两种方法的讨论分析 ,结合对算例和工程实例的计算分析 。
The stability analysis is one of the main concerns in preloading on a soft foundation.The frequently used methods of the stability analysis are circular slide method and ground bearing capability method.The two methods are analyzed in this paper.By studying cases and a practical preloading engineering,the results of these two methods are compared.
出处
《工业建筑》
CSCD
北大核心
2003年第3期42-44,54,共4页
Industrial Construction
