摘要
对砾砂和中砂进行渗透试验研究及性能的分析,表明砾砂作为砂垫层在同等条件下,其力学性能和排水性能方面都有优于细砂,认证了在公路软基处理中用砾砂作垫层的可行性。
Seepage experimental studies and performance analysis on sandy gravel and medium sand have shown that both mechanics performance and drainage performance of sandy gavel as a drainage cushion layer is better, in the same conditions, than fine sands. The feasibility to use sandy gravel as the drainage cushion layer for soft road foundation is verified.
出处
《土工基础》
2005年第5期32-34,共3页
Soil Engineering and Foundation
关键词
软基处理
砂垫层
排水
soft ground treatment, sandy cushion layer, drainage