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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
(2014), A Comparison of AHP and PROMETHEE Family Decision Making Methods for Selection of Building Structural System., American Journal of Civil Engineering and Architecture, 2(5), 149-159.
2 
(2005), Case Study on Global Slope Failure Case of Segmental Retaining Wall., Journal of The Korean Geosynthetics Society, 4(2), 47-56.
3 
(2014), Stability evaluation of reinforced earth walls based on large-scale modular blocks., Journal of The Korean Geosynthetics Society, 13(4), 143-151.
4 
(2013), Analysis on Failure Causes and Stability of Reinforced Earth Wall Based on a Field Case., Journal of The Korean Geosynthetics Society, 12(1), 109-114.
5 
(2011), Bulging of Reinforced Retaining Walls., Journal of The Korean Geosynthetics Society, 10(2), 45-53.
6 
(2013), A Case Study on Collapsed Geosynthetic Reinforced Segmental Retaining Wall., Journal of Korea Academia-Industrial Cooperation Society, 14(4), 2006-2012.
7 
(2007), A Study on the Plan for Enhancing Internal Customer Satisfaction for Hybrid Weight., Journal of the Safety Management & Science, 9(6), 205-214.
8 
(2004), An Experimental Study on Characteristics of Earth Pressure Distributionfor Segmental Reinforced Earth Wall., Journal of the Korean Geotechnical Society, 20(1), 83-90.
9 
(2006), Site Monitoring of the Retaining Wall Reinforced by Geogrids with Block Type Facings., Korea Institute for Structural Maintenance and Inspection, 10(1), 106-114.
10 
Korea Infrastructure Safety Corporation (2012), Guidance of Safety Check and Detailed Inspection for Retaining Wall
11 
(2003), PROMETHEE for Multicriteria Decision Making., Sogang Journal of Business, 14(2), 109-127.
12 
(2017), A Case Study of Repair and Rehabilitation on Reinforced Earth Wall, Proceedings for conference of, 389-390.
13 
(2012), A Study on Practices and Troubles of Reinforced Soil Wall., Journal of The Korean Geosynthetics Society, 11(1), 65-75.
14 
(2007), A Case Study of Investigating Appropriate Replacement Area for the Stability of Reinforced Retaining Walls on Soft Ground., Korea Institute for Structural Maintenance and Inspection, 11(6), 113-119.
15 
(1949), The Mathematical Theory of Communication.
16 
(2010), The Optimal Performance Evaluation Method for the Evaluation of Performance Persistency of Stock Funds., Korean Association of Industrial Business Administration, 25(4), 395-422.
17 
(2013), A Case Study on the Restoration of Collapsed Geosynthetics Reinforced Soil Wall Using Limit Equilibrium and Numerical Analyses., Journal of the Korean Geotechnical Society, 29(11), 107-118.
18 
(2005), Failure Mechanism of Geosynthetic Reinforced SegmentalRetaining Wall in Tiered Configuration Using Reduced-scale Model Tests., Journal of the Korean Geotechnical Society, 21(3), 65-77.
19 
(2004), A Case Study of The Collapsed Reinforced-Soil Retaining Wall., Journal of The Korean Geosynthetics Society, 3(2), 13-21.
20 
(2016), A Study on the Characteristics of Behavior of Block-type Reinforced Earth Retaining Wall Considering Failure Surface., Journal of The Korean Geosynthetics Society, 15(3), 13-26.
21 
(2006), Entropy method for determination of weight of evaluating indicators in fuzzy synthetic evaluation for water quality assessment., J. Environ. Sci. (China), 18(5), 1020-1023.