• (The)Study of the Eastern Classic
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• no.73
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• pp.119-151
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• 2018

This paper is a study of the historical significance of The water and land ceremony performed by Bongeunsa temple in the Joseon Dynasty. The Bongeunsa temple was originally a hermitage named Geungseongam, which was located in the Hakdang-dong, Gwangju County, Gyeonggi Province. After that, Geungseongam was named as Geungseongsa temple. Geungseongsa temple was left in that position and acted as the Temples belonging to Royal Tombs(陵寢寺, TRT) of the King Sungjong, later the name of the temple was changed to Bongeunsa Temple. As a result of movement of the royal tomb of the Joongjong(靖陵) next to the royal tomb of Sungjong, the Bongeunsa was also used as a TRT of the Seonjeongneung royal tomb. After that, the grandson of the King Joongjong, crown prince Soonhoe early passed away, Buddhist shrine (願堂) was set in Bongeunsa temple. Bongeunsa temple remained as a royal prayer place, serving as a Buddhist shrine for crown prince Soonhoe and serving as a Jopo temples for Seonjeongneung royal tomb until the end of the Joseon Dynasty. From the time when it was called Geungseongam to the time after when it was renamed as Bongeunsa Temple, this temple performed The water and land ceremony. But the characters changed little by little. From the King Sejo to King Sungjong, The water and land ceremony characterized Consolation ceremony for the spirit of the dead for prince Gwangpyeong, King Sejong, Queen Soehan and served as the Buddhist memorial praying for the well being of the royal family and people. From the time of the King Yonsan to the time of King Myeongjong, The water and land ceremony had strong characters for Consolation ceremony for the spirit of the dead for King. In the late Joseon Dynasty, Bongeunsa Temple served as the royal party of The water and land ceremony. On the other hand, after the Manchu war of 1636, Bongeunsa Temple also served as the national water and land ceremony for the victims who were killed in the mountains of Namhan. In the Joseon dynasty, The water and land ceremony performed by Bongeunsa Temple was strongly directed for Consolation ceremony for the spirit of the dead for royal family members, and Bongeunsa Temple was maintained as a royal prayer throughout the Joseon Dynasty.

• Journal of the Korean Geotechnical Society
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• v.26 no.7
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• pp.49-58
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• 2010

This paper presents experimental results of a series of 1-g shaking table model tests performed on end-bearing single piles and pile groups to investigate the effect of particle size on the dynamic behavior of soil-pile systems. Two soil-pile models were tested twice: first using Jumoonjin sand, and second using Australian Fine sand. In the case of single-pile models, the lateral displacement was almost within 1% of pile diameter which corresponds to the elastic range of the pile. The back-calculated p-y curves show that the subgrade reaction of the Jumoonjin-sand-model ground was larger than that of the Australian Fine-sand-model ground at the same displacement. This phenomenon means that the stress-strain behavior of Jumoonjin sand was initially stiffer than that of Australian Fine sand. This difference was also confirmed by resonant column tests and compression triaxial tests. And the single pile p-y backbone curves of the Australian fine sand were constructed and compared with those of the Jumoonjin sand. As a result, the stiffness of the p-y backbone curves of Jumunjin sand was larger than those of Australian fine sand. Therefore, using the same p-y curves regardless of particle size can lead to inaccurate results when evaluating dynamic behavior of soil-pile system. In the case of the group-pile models, the lateral displacement was much larger than the elastic range of pile movement at the same test conditions in the single-pile models. The back-calculated p-y curves in the case of group pile models were very similar in both sands because the stiffness difference between the Jumoonjin-sand-model ground and the Australian Fine-sand-model ground was not significantly large at a large strain level, where both sands showed non-linear behavior. According to a series of single pile and group pile test results, the evaluation group pile effect using the p-multiplier can lead to inaccurate results on dynamic behavior of soil-pile system.