With an engineering case, the paper introduced a new support replacement plan when there is no condition for traditional support replacement construction. A row of bored cast-in-place piles are taken as retaining structure, 2 lines of steel concrete inner support in the excavation, 2 rows of deep cement mixing pile outside the piles as water-stop curtain which can prevent silt to get in. It is proved that this support replacement is safe and reliable.
参考文献
相似文献
引证文献
引用本文
潘德来,陈跃.无传统换撑条件下的深基坑支护工程[J].钻探工程,2009,36(12):43-46.PAN De-lai, CHEN Yue. Deep Excavation Supporting Engineering without Traditional Support Replacement Condition[J]. Drilling Engineering, 2009,36(12):43-46.