摘要
Abstract
Based on the foundation reinforcement project of an existing factory building in Fuzhou,three single pile vertical compressive bearing capacity test methods were designed and compared for the limited internal space of the existing factory building.The results indicate that the vertical compressive static load test of a single pile is more intuitive and accurate,and should be prioritized;The installation of the weighing platform in a limited space should be adjusted to a certain extent;The anchor pile reaction platform has a small volume and occupies a small ar-ea,making it extremely suitable for use in limited spaces.However,attention should be paid to monitoring the anchor piles.关键词
既有建筑/单桩抗压承载力/压重反力平台/锚桩反力平台Key words
Existing buildings/Single pile compressive bearing capacity/Pressure reaction platform/Anchor pile reaction platform分类
建筑与水利
