摘要
试验研究表明豫西地区的黄土湿陷性会使送电线路铁塔基础的变形增大 ,承载力降低。
Experimental research proves that deformation of the foundation increases,bearing\|capacity of the foundation decreases owing to collapsible loess in West Henan zone.However,the rational foundation style ca n satisfy the design standard. \[
出处
《建筑技术开发》
2002年第5期40-42,共3页
Building Technology Development
关键词
湿陷性黄土
送电线路铁塔
变形
承载力
Collapsible loess
Power line tower
Deformation
Bearing\|capacity
