摘要
该文着先对层状土体的等效弹性参数进行详细的推导计算,并将加筋土视为由土和加筋材料两种不同性质材料组成的多层复合材料。接着通过对前面结果的延伸和演化,从而得到了土工织物加筋土的等效弹性参数。
The article calculates in detail the equivalent elastic parameter of layered soil,and regards the reinforced soil as the multi-layer composite material composed of two different materials of soil and reinforced material.The extension and evolution of the result can get the equivalent elastic parameter of earth fabric reinforced soil.
出处
《城市道桥与防洪》
2010年第5期167-170,共4页
Urban Roads Bridges & Flood Control
关键词
加筋土
等效弹性参数
横观各向同性
各向同性
reinforced soil,equivalent elastic parameter,transversely isotropic,isotropic
