윤태섭 교수
Taesup Yoon
연세대학교 건설환경공학과 · 공학
연구실 소개
윤태섭 교수의 연구실은 기후변화와 에너지 안보를 고려한 가스 수소화물의 안정성과 기계적 거동을 중심으로 연구를 전개하고 있습니다. 특히 수소화물이 형성되는 미세구조적 메커니즘, 수소화물 농도가 토양의 기계적 성질과 수리적 특성에 미치는 영향을 실험 및 수치 시뮬레이션을 통해 규명하고 있으며, 압력 유지 코어를 활용한 실제 해저 토양의 거동 분석에도 전문성을 기르고 있습니다. 이는 해저 안정성 평가 및 수소화물 자원 개발에 기여하는 핵심 기초 연구입니다.
연구 현황
연구 성과 추이
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
주요 논문
15The mechanical behavior of hydrate‐bearing sediments subjected to large strains has relevance for the stability of the seafloor and submarine slopes, drilling and coring operations, and the analysis of certain small‐strain properties of these sediments (for example, seismic velocities). This study reports on the results of comprehensive axial compression triaxial tests conducted at up to 1 MPa confining pressure on sand, crushed silt, precipitated silt, and clay specimens with closely controlled
The competing hypotheses for gas hydrate formation at the particle scale in sediments describe processes of pore‐filling, frame‐building, or cementation. New measurements of compressional ( V P ) and shear wave ( V S ) velocities in fine‐grained sands subjected to low confinement and monitored during formation of tetrahydrofuran hydrate indicate that hydrate nucleates in the pore space (presumably at grain boundaries) and grows with limited impact on the sediment shear stiffness, V P , and V S u
Abstract A model for water permeability reduction in hydrate‐bearing sediments is presented by considering capillary effect in hydrate nucleation. Both grain‐coating and pore‐filling cases are considered. The model is developed from a series of lattice Boltzmann flow simulations. Results show that the permeability decreases quasi‐linearly with increasing hydrate saturation during grain‐coating nucleation and that the permeability tends to be higher than predicted by previous analytical models, i
The small-strain stiffness of freshly remolded soils is controlled by the state of stress. Diagenesis and cementation can significantly stiffen soils. However, these effects are lost at relatively low strain levels. Previous experimental results have shown the detrimental and irrecoverable effects of unloading on cementation. This study explores the effect of k0 loading on the small-strain stiffness of cemented specimens, with emphasis on the load-induced collapse and softening of cemented, loos
Gas hydrate-bearing sediments recovered by pressure coring from the Krishna−Godavari Basin offshore India during the 2006 National Gas Hydrate Program (NGHP) expedition were characterized using the instrumented pressure testing chamber (IPTC). The IPTC studies provided longitudinal profiles of P- and S-wave velocities, electrical conductivity, and undrained penetration resistance. The formation consisted of fine-grained clayey sediments of high specific surface and high plasticity. X-ray images
대표 연구 분야
윤태섭 교수의 연구를 Nubint에서 더 깊이 살펴보세요
이 연구실의 논문을 앱에서 열어 AI와 함께 읽고, 핵심을 요약하고, 내 글에 인용하세요.