摘要
本文基于土的塑性极限分析理论，探讨了均布矩形超载在挡土墙上产生的附加主动土压力的大小和分布范围，并给出了相应的计算实例。
The magnitude and distribution range of active earth pressure produced on retaining wall by overload of rectangular distribution are discussed based on alaytic theory of plastic limit associated with corresponding example of calculation.
出处
《工程勘察》
CSCD
北大核心
1999年第4期1-3,6,共4页
Geotechnical Investigation & Surveying
关键词
塑性极限分析
超载
挡土墙
主动土压力
analysis of plastic limit overload retaining wall active earth pressure
