摘要
结合东方华府深基坑支护工程实例,对预应力锚索复合土钉支护采用MIDAS GTS有限分析软件进行数值模拟并进行工程对比,从而对预应力锚索复合土钉支护结构进行了较全面深入的研究,得出了对工程设计有一定参考价值的结论。
Conbined the deep foundation pit engineering practice of Eastern Washington,this paper uses MIDASGTS finite analysis software to simulate and compare the works for prestressed cable composite soil nailing.In this paper,pre-stressed composite soil nail anchor bracing for a more in-depth study of engineering design have come to some reference value conclusion.
出处
《广东土木与建筑》
2011年第10期6-9,共4页
Guangdong Architecture Civil Engineering
关键词
土钉支护
复合土钉支护
预应力锚索
数值模拟
工程对比
soil nailing,composite soil nailing
prestressed cable
foundation pit
numerical simulation
project comparison