摘要
PHC预应力管桩在土方施工中如基坑围护措施不到位或挖土方法不当,常会发生桩体偏位、桩身断裂等事故,本文就某工程管桩偏位进行了分析,根据现场具体情况、地质勘查报告及其他相关资料,分析了可能存在的原因,提出了管桩偏位的处理方案,并介绍了处理效果。
Improper construction of foundation supporting or incorrect excavation methods usually lead to some accidents like leaning and rupture.According to the situation of job site,stability computation and geologic investigation,an analysis report is made by this paper,reasons of lean problem and some quality control measures are also offered.
出处
《福建建设科技》
2011年第4期1-3,共3页
Fujian Construction Science & Technology
关键词
PHC预应力管桩
挤土桩
偏位
PHC pre-stressed pile
displacement pile
position
