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| 1 |
A case Study on Application of Granular Compaction Pile in Fly Ash Landfill Area
Lee, Jun-Eui;Lee, Seung-Joo;Hong, Jong-Chul;Lee, Jong-Young;Han, Jung-Geun;
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Korean Geosynthetics Society
, v.18, no.3, pp.1-9,
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| 2 |
Characteristic Analysis of Shear Strength of Rock Slope Discontinuity in Yangsan Fault System
Lee, Hak-Ju;Kim, Chang-Ho;Hwang, Woong-Ki;Kim, Tae-Hyung;
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Korean Geosynthetics Society
, v.18, no.3, pp.11-22,
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| 3 |
Scour Characteristics of Artificial Reef through Experiment and Numerical Analysis
Yun, Daeho;Kim, Yuntae;
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Korean Geosynthetics Society
, v.18, no.3, pp.23-32,
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| 4 |
Evaluation of Shallow Foundation Behavior on Basalt Rock Layers With Clinker and Sediment Layers Reinforced Using Cement Grouting
Lee, Kicheol;Shin, Hyunkang;Jung, Hyuksang;Kim, Donghoon;Ryu, Yongsun;Kim, Dongwook;
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Korean Geosynthetics Society
, v.18, no.3, pp.33-44,
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| 5 |
Case Study on Design Efficiency and Bearing Capacity Characteristics of Bored PHC Piles
Yun, Jung-Mann;Yea, Geu-Guwen;Kim, Hong-Yeon;Choi, Yong-Kyu;
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Korean Geosynthetics Society
, v.18, no.3, pp.45-53,
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| 6 |
Characteristics of Long-Term Settlement in the Soft Ground of Nakdong River by Numerical Analysis
Park, Choon-Sik;Ryu, Mean-Young;
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Korean Geosynthetics Society
, v.18, no.3, pp.55-67,
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| 7 |
Analysis of Free Vibration Characteristics of Tapered Friction Piles in Non-homogeneous Soil Layers
Lee, Joon Kyu;Ko, Junyoung;Lee, Kwangwoo;Kim, Dongwook;
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Korean Geosynthetics Society
, v.18, no.3, pp.69-77,
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| 8 |
Evaluation on Cavity Expansion under Pavement based on Groundwater Injection test
Park, Jeong-Jun;You, Seung-Kyong;Hong, Gigwon;
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Korean Geosynthetics Society
, v.18, no.3, pp.79-88,
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| 9 |
Analysis of Bearing Capacity of Rock Socketed Pre-Bored Super Strength Piles Based on Dynamic Load Test Results
Kim, Rakhyun;Kim, Dongwook;
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Korean Geosynthetics Society
, v.18, no.3, pp.89-100,
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| 10 |
Development of Reinforcement Grout Materials Using Reinforcing Fiber and Blast Furnace Slag Powder
Seo, Hyeok;Kim, Daehyeon;
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Korean Geosynthetics Society
, v.18, no.3, pp.101-112,
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