Removability and Stability Analysis Method of Rock Blocks Considering Discontinuity Persistence in Tunnel Constructions |
Hwang, Jae-Yun
(Candidate, School of Civil Engrg., Kyoto University)
Ohnishi, Yuzo (School of Civil Engrg., Kyoto University) Nishiyama, Satoshi (School of Civil Engrg., Kyoto University) |
1 |
Progress in Understanding Jointing over the Past Century
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2 |
Evaluation of Stability of Excavated Jointed Rock Mass by Block Theory
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3 |
Methods of Estimation for Geometric Distributions of Rock Joints
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5 |
Estimating the intensity of rock discontinuities
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6 |
Analyses for Fluid Flow and Solute Transport in Discrete Fracture Network
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7 |
Application of Stability and Deformation Analysis for Discontinous Rock Mass to Rock Slope
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8 |
Rock Joint Systems
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10 |
Verification on Large-section Tunnel Suport Structure in Frech Granite Zone
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11 |
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12 |
Granitic masses around Lake Biwa, Southwest Japan-on the granites in the Koga area
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13 |
Computerized design of rock slops using interactive graphics for the input andout[ut of geometrical data
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14 |
From field data to fracture network modeling ; an example incorporating spatical structure
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ScienceOn |
15 |
Block System Modeling by Discontinuous Deformation Analysis
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16 |
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17 |
Geology of the Kyoto-Tohokubu district With Geological sheet Map at 1:50,000
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18 |
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19 |
A steroligical interpretation of joint trance data
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ScienceOn |
20 |
Key Block Analysis in Tunnel Construction for the Geological Disposal of High-Level Radioactive Waste
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21 |
Estimating the mean length of discontinuity traces
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ScienceOn |