本文通过五根桩身内埋设量测元件的试桩资料，分析桩的荷载传递机理与承载性状，以及施工工艺对其影响和作用。根据其荷载传递特点认为福州地区可利用含粘性土碎卵石层为大口径灌注桩持力层，打破传统打入式预制桩的格局。为今后合理选用桩型以及指导施工大有裨益。 This paper analyzes the load transmission mechanism and bearing behavior of piles through the data of test piles with embedded measuring elements in five piles, and the influence and effect of construction technology on them. According to the characteristics of its load transfer, it can be considered that the Fuzhou area can use the cohesive-clay pebble layer as the large-caliber cast-in-place pile bearing layer to break the pattern of the traditional driven-in prefabricated piles. For the future reasonable choice of pile type and guide the construction of great benefits.