摘要
通过大型直剪试验,研究了不同密实度及不同铺设角度下土工格栅加筋土的界面特点,并分析了直剪试验数据,结果表明,土工格栅加筋土体能有效增强加筋工程的稳定性,提高结构的抗震能力。
Through large-scale direct shear test,the paper studies geogrid reinforced soil interface features under different compactness and paving angles,and analyzes direct shear test data. Results show that： geogrid reinforced soil can effectively increase the stability of reinforced engineering and improve structural seismic resisting capacity as well.
出处
《山西建筑》
2016年第6期63-65,共3页
Shanxi Architecture
关键词
加筋土
土工格栅
直剪试验
压实度
reinforced soil
geogrid
direct shearing test
compactness
