摘要
指出微型桩基础是一种能够适应输电线路基础受力特点的新型基础形式,选择佛山地区典型软土地基条件,通过现场真型试验,对微型桩单桩及群桩基础抗压承载力进行了试验研究,试验表明,所设计的微型桩群桩基础具有良好的抗压承载能力,能够满足工程需求,可在今后工程中进一步推广应用。
Micro-pile foundation is a kind of new foundation type adapting to power transmission route foundation stress features.Selecting typical soft soil foundation in Foshan region,through in-situ real type experiment,it carries on experimental research on the load bearing capacity of micro-single-pile and group pile impacting.Experiments show that,the design micro-group-pile has good load bearing capacity and can meet engineering need,which can be further promoted in future engineering.
出处
《山西建筑》
2011年第36期67-68,共2页
Shanxi Architecture
关键词
微型桩
试验
抗压承载力
micro-pile
experiment
load bearing capacity
