摘要
曹妃甸图书行政楼预制管桩基础发生偏桩事故,经分析偏桩产生的主要原因是基坑周围动荷载过大,引起桩身整体偏移。对此采用针对性处理措施,使之纠偏。实践证明,处理措施是正确的。
Based on analysis,a deviation accident of the foundation of the precast-tube-piles caused by excessive dynamic load on the side slope of the foundation pit results in the deviation of the whole piles.Rectification of the deviation was realized by related measures,and preventive measures are adopted.It is proved that these measures are correct.
出处
《价值工程》
2012年第6期80-80,共1页
Value Engineering
关键词
偏桩
动荷载
纠偏
pile deviation
dynamic load
rectification of the deviation
