Research and application of testing method for a T-shaped bidirectional soil-cement deep mixing pile project in Fuzhou
Due to the marked differences in engineering geological conditions in Fujian Province,such as the coexistence of deep and soft coastal areas,coastal corrosive environments,mountainous foundations and karst geology,and limited by technical level,the in-situ tes-ting methods proposed by various testing standards are not comprehensive enough.In view of this,this article studies the detection methods of T-shaped bidirectional soil-cement deep mixing pile based on engineering characteristics,and proposes that using a combination of Heavy-duty Power Penetration Test and Core Drilling Method Test to evaluate the uniformity of the pile body,providing a certain reference for similar projects in the future.
T-shaped bidirectional soil-cement deep mixing pileheavy-duty power penetration teststandard penetration testcore drilling method
万方数据
维普
