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- W3201093781 abstract "Rural multi-purpose buildings needs to ensure their safety against various disasters. Therefore, a pile foundation, which is a foundation type that can transmit the load of the structure to the bedrock layer, has been designed. The pile foundation method is largely divided into driving piles method and pre-bored pile method. Recently, in order to respond to the Noise and Vibration Control Act and related environmental complaints, construction of pile foundation adopts pre-bored pile method. The bearing capacity of the pre-bored pile method is calculated through a load test in situ. However, a disadvantage stems in that it is difficult to measure the ultimate bearing capacity due to field conditions. Therefore, in this study, the skin frictional force of pre-bored pile was measured through a model test in laboratory for each pile filling material. In result, the pile filling material with using circulating resources shows superior skin frictional force than ordinary portland cement. This study also judged that the result can be applied in place of ordinary Portland cement in the field." @default.
- W3201093781 created "2021-09-27" @default.
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- W3201093781 date "2021-08-31" @default.
- W3201093781 modified "2023-10-14" @default.
- W3201093781 title "A Comparative Study of Skin Frictional Force through a Laboratory Model Test of Pile Filling Materials with Utilizing Circulating Resources" @default.
- W3201093781 doi "https://doi.org/10.14577/kirua.2021.23.3.1" @default.
- W3201093781 hasPublicationYear "2021" @default.
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