摘要
针对沙特沿海地区奥马尔市立交桥深基坑工程现状,利用有限元模型,结合国内外先进的深基坑支护技术,提出了"型钢支护桩+预应力锚索+方木挡土板"的综合支护体系,施工实践表明:该支护体系满足了基坑施工要求。
According to the current status quo of deep foundation pit engineering of coastal overpasses in Omar Saudi Arabia,the composit support system of"steel supporting pile + prestressed anchor cable + wood block soil"is proposed,combined with advanced technology of deep foundation pit and used the finite element to creat a model. The result shows that the system can satisfy construction requirements.
出处
《山西建筑》
2016年第13期95-97,共3页
Shanxi Architecture
关键词
深基坑支护
水位
砂性土
支护体系
deep foundation pit supporting
water level
sandy soil
support system