摘要
从挡土墙的基本理论着手,结合多年来对多种支护方法的研究和观察,分析了土钉墙、喷锚墙等柔性支护结构在变形控制问题上存在较大盲目性、偶然性的主要原因,并论证了由喷锚方法和水泥土(宽)墙结合的水泥土(钉)墙方法的可行性及经济性。
Started from the basic theory of shielding wall, and combined with the research and observation of different supporting methods, it analyzes the reasons of blindness and chanciness caused by deformed controlling problems such as nail wall, sprinkling anchor wall, etc. And it also ensures the feasibility and economic features of cement nail wall combined by sprinkling anchor method and cement soil wall.
出处
《山西建筑》
2008年第2期123-124,共2页
Shanxi Architecture
关键词
重力墙
刚度
结构计算
水泥土墙
钢筋网
gravity wall, rigidity, structural calculation, cement soil wall, steel reinforcing net