摘要
对某体育馆不同桩型的桩位部分偏移值超标实情进行了分析和处理 ,并提出预防上覆软弱土层厚薄不均区域桩基偏移过大的措施。
The deviations of the foundation stakes of a gymnasium are measured. The reason that the deviation taken place are analyzed.The remedied method is pointed out and put into practice Finally,prevention method of the deviations of the foundation stakes in soft soil is given.
出处
《安徽建筑工业学院学报（自然科学版）》
2000年第1期46-49,共4页
Journal of Anhui Institute of Architecture(Natural Science)
