摘要
在研究土工织物加筋机理和室内外载荷试验的基础上 ,提出用改进的Binquet法进行加筋垫层的设计 ,并在 8幢 4～
Based upon the study of the mechanism of reinforced geotextiles and upon the loading tests both in site and in lab, a design method about the reinforced sand cushion is presented in this paper. It is successful applied to treating the soft ground of 8 4～7 storey.
出处
《岩土力学》
EI
CSCD
2000年第3期252-255,共4页
Rock and Soil Mechanics
关键词
土工织物
加筋垫层
地基处理
geotestiles
ground treatment
reinforced earth mattress
