摘要
以工程实例为依托,利用代表性原状土样,通过非饱和三轴试验分析研究了基质吸力对邯郸地区非饱和土强度的影响,结果表明:非饱和土由于基质吸力的存在,其强度有了明显提高。
As the project example for support and using the representative original state, it analyzes the effect of matric suction to the strength of unsaturated soil on Handan district from the unsaturated three experiment. The result shows that for the existance of the matric suction, the strength of unsaturated soil can be promoted.
出处
《山西建筑》
2010年第26期113-113,共1页
Shanxi Architecture
关键词
非饱和土
深基坑
强度
基质吸力
unsaturated soil, deep foundation, strength, matric suction