Sung‐Ryul Kim
서울대학교 건설환경공학부 · 공학
Sung-Ryul Kim 교수의 연구실은 지반공학 및 지반-구조 상호작용 분야에서 주로 활동하며, 특히 버킷 기초의 비배수 bearing capacity, 콘크리트 피라미드 기초의 설계 및 거동, 고압 수지 주입 성형 공정의 모니터링, 압축성 토양에서의 피로 하중 및 설계 거동, 그리고 지반의 지속성과 안정성에 영향을 미치는 동적 거동을 중심으로 연구를 진행하고 있습니다. 특히 현장 시험, 유한요소 해석, 실험적 검증을 융합한 다학제적 접근을 통해 실용적 설계 지침 개발에 기여하고 있습니다.
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
Abstract A series of three-dimensional finite element analyses was conducted to investigate the effects of the embedment depth, the non-homogeneity of clay, and combined loads on the undrained bearing capacities of bucket foundations. The undrained shear strength and Young's modulus of clay were assumed to vary linearly with depth. Meanwhile, the stress-strain response of clay was simulated using the Tresca criterion. The numerical modeling adopted in this study was verified by comparing the cal
Carbon Fiber Reinforced Plastics (CFRP) is a material developed for its high strength and light weight in a broad variety of industries including aerospace, automotive, and leisure. Due to the rapid molding cycle time, high-pressure resin transfer molding (HP-RTM) processes are prone to molding defects and susceptible to various process variables such as the resin injection rate, pressure and temperature in the mold, vacuum, end-gap, pressing force, and binder. In recent years, process monitorin
Foundation conditions are studied for a series of apartment buildings in a shore area reclaimed from the Nakdong River estuary delta west of Busan, South Korea, in full-scale field tests on two 600 mm, post-driving grouted, concrete cylinder piles instrumented with strain gages, driven through compressible layers and a short distance into underlying dense sand at depths of 56 m (Shinho) and 35 m (Myeongji). One test pile was provided with an O-cell so that after an initial O-cell test, a subsequ
