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.
关键词
钉形双向搅拌桩/重型动力触探试验/标准贯入试验/钻芯法
Key words
T-shaped bidirectional soil-cement deep mixing pile/heavy-duty power penetration test/standard penetration test/core drilling method
维普
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