摘要
文章阐述了地质情况为回填积砂石,且要求地连墙穿过相临沉箱的基床抛石的情况下进行地连墙施工,施工的重点与难点为地连墙成槽施工。施工中采取了一些有效的措施。
The paper describes the construction of underground diaphragm retaining walls,which had to be executed in backfilled sand and stones,and had to cut through the rubble mound foundation for the caissons adjacent to the diaphragm walls.The difficulties and key tasks of construction of the diaphragm retaining walls lie in the trenching operations for the walls and to overcome these difficulties,some effective measures were taken.
出处
《中国港湾建设》
北大核心
2004年第6期42-44,共3页
China Harbour Engineering
关键词
地连墙
旋喷桩
成槽
diaphragm retaining walls
spiral churning pile
trenching
