TU753.3
昆明市金洲湾一期2幢住宅楼基础采用振动沉管灌注桩,因多种原因致使很多桩的单桩极限承载力达不到设计要求。经过采用静压法将桩送入可靠持力层,承载力满足了设计要求。
李志江.采用静压法处理振动沉管灌注桩质量事故[J].钻探工程,2003,30(4):34-34,46.. Using Static Compression to Deal with the Quality Accidents of Concreting Piles Formed by Pipe Vibration[J]. Drilling Engineering, 2003,30(4):34-34,46.