Numerical Evaluation of the Rock Damaged Zone Around a Deep Tunnel |
장수호
(한국건설기술연구원 토목연구부 지반구조물 그룹)
이정인 (서울대학교 지구환경시스템 공학부) 이연규 (군산대학교 해양 응용공학부) |
1 |
Damage Zone Characterization in the Near Field in the Swedish ZEDEX Tunnel Using In situ and Laboratory Measurements
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2 |
Unstable and Violent Failure around Underground Openings in Highly Stressed Ground
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3 |
Estimating Mohr-Coulomb Friction and Cohesion Values from the Hoek-Brown Failure Crtierion
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DOI ScienceOn |
4 |
The Relation Between In situ and Laboratory Rock Properties Used in Numerical Modelling
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DOI |
5 |
Rock Mechanics and Rock Engineering of Spent Nuclear Fuel and Radioactive Waste Repositories in Sweden
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6 |
The Strength of Massive Lac du Bonnet Granite Around Underground Openings
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7 |
발파에 의한 터널 주변 암반의 손상영역 평가에 관한 연구
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과학기술학회마을 |
8 |
Monitoring progressive failure around a tunnel in massive granite
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9 |
Prediction and Determination of Explosive Induced Damage
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10 |
Analysis of Stress-Induced Damage Initiation around Deep Openings Excavated in a Moderately Jointed Brittle Rock Mess
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11 |
암석의 비선형 거동해석을 위한 손상모델 개발
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과학기술학회마을 |
12 |
The role of the disturbed rock zone in radioactive waste repository safety and performance assessment. A topical discussion and international overview
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13 |
Numerical Modelling of Three-Dimension Stress Rotation Ahead of an Advancing Tunnel Face
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DOI |
14 |
Rock Mechanics and Nuclear Waste Repositories
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15 |
A Nonlinear Deformation Modulus Based on Rock Mass Classification
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DOI |
16 |
Practical Estimates of Rock Mass Strength
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DOI |
17 |
Acoustic Emission and Ultrasonic-velocity Methods Used to Characterise the Excavation Disturbance Associated with Deep Tunnels in Hard Rock
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DOI |