摘要
通过土工地锚的三轴试验和加固软基的承载力模型试验 ,研究了土工地锚加筋土的强度特性和加筋地基的承载力特性 .试验和分析表明了土工地锚这一加筋形式具有广泛的工程应用前景 .
According to three trial test of Geo-Anchor and the model test of Geo-Anchor's strengthening soft earth-foundation, the character of Geo-Anchor reinforced-earth and the mechanism of Geo-Anchor's strengthening soft earth-foundation are studied in this paper. The experiment and analysis indicate the prospect for Geo-Anchor being used in engineering.
出处
《兰州铁道学院学报》
2000年第4期55-58,共4页
Journal of Lanzhou Railway University
基金
地矿部岩土工程开放研究实验室基金资助! (KF0 13 )
关键词
土工地锚
加筋土
软土地基
模型试验
极限承载力
地基加固
Geo-Anchor
reinforced-earth
soft earth-foundation
model experiment
terminal bearing-capacity
