摘要
通过土钉墙模型试验 ,研究了土钉在黄土中的变形情况、土钉加固黄土类深基坑的作用机理及土钉的应力分布规律 ,最后对试验的不足进行了分析。
The paper presents model test of soil nailing for slope of deep excavation pits in loess reinforcement. The deformation behaviour,mechanism foy reintorcing slope of deep excavation pits in loess by soil nailing and the stress distribution are studied.Some problems in the test are also discussed.
出处
《西安工程学院学报》
2002年第3期15-17,共3页
Journal of Xi'an Engineering University
