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| 1 |
Management of Risk Scenarios based on Ground Conditions under Construction of a Subsea Tunnel
Park, Eui-Seob;Shin, Hee-Soon;Shin, Yong-Hoon;Kim, Taek-Gon;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.275-286,
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| 2 |
Variations of Mechanical Properties of Hallasan Trachyte with respect to the Degree of Weathering
Cho, Tae-Chin;Lee, Sang-Bae;Hwang, Taik-Jean;Won, Kyung-Sik;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.287-303,
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| 3 |
A Study on the Stability of Deep Tunnels Considering Brittle Failure Characteristic
Park, Hyun-Ik;Park, Yeon-Jun;You, Kwang-Ho;Noh, Bong-Kun;Seo, Young-Ho;Park, Chan;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.304-317,
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| 4 |
Analysis on Weathering Characteristics of Rocks in Dokdo by Accelerated Weathering Test
Song, Won-Kyong;Woo, Ik;Kim, Bok-Chul;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.318-327,
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| 5 |
Suggestions for a New Method of Schmidt Hammer Blowing and Data Analysis on Rocks (I)
Min, Tuk-Ki;Moon, Jong-Kyu;Lee, Sang-Il;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.328-338,
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| 6 |
Mechanism Analysis of Tunnel Collapse in Weak Ground
Lee, Jae-Ho;Jeong, Yun-Young;Kim, Young-Su;Moon, Hong-Duk;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.339-347,
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| 7 |
Analysis of oscillatory responses of slug tests in a crystalline rock aquifer
Ryu, I.;Ji, S.H.;Koh, Y.;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.348-354,
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| 8 |
A New Method for Elasto-Plastic Analysis of Concrete Lining Installed in a Deep Circular Tunnel
Lee, Youn-Kyou;Park, Kyung-Soon;Song, Won-Kyong;Park, Chul-Whan;Choi, Byung-Hee;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.355-365,
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| 9 |
Study on the Precise Controlling of Fracture Plane in Smooth Blasting Method
Cho, Sang-Ho;Jeong, Yun-Young;Kim, Kwang-Yum;Kaneko, Katsuhiko;
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Korean Society for Rock Mechanics and Rock Engineering
, v.19, no.4, pp.366-372,
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