• Proceedings of the Korean Society of Crop Science Conference
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• 2000.11a
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• pp.163-164
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• 2000

• Proceedings of the Korean Institute of Communication Sciences Conference
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• 2004.07a
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• pp.158-158
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• 2004

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2003.09a
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• pp.235-239
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• 2003

• Magazine of RCR
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• v.5 no.2
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• pp.42-49
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• 2010

• Proceedings of the Korean Geotechical Society Conference
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• 1995.10a
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• pp.23-30
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• 1995

• Proceedings of the Korean Institute of Communication Sciences Conference
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• 2004.11a
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• pp.35-35
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• 2004

• Proceedings of the Korean Geotechical Society Conference
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• 2010.09a
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• pp.49-59
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• 2010

Earthquake-induced liquefaction on saturated loose sand is well known in the world. Since Saemangeum Dike Project has a plan to be reclaimed with dredged sand on wide river, possibility of liquefaction should be checked. Section Dongjin5 was selected to evaluate possibility of liquefaction. Estimating method follows as 1) determination of PL value with SPT results, passing curve, and soil properties, 2) prediction for maximum earthquake acceleration, 3) calculation for FL value on depth with Korean specification for highway bridges, 4) visualization for possibility of liquefaction on all of project area with GIS 5) comparison with Japanese specification for highway bridges, Youd and Idriss method, and Andrus and Stokoe II method for verification, 6) ascertainment for the potential liquefaction with cyclic triaxial test. 7) establishing for countermeasure if needed. From the results, even though most of area covered with sand, no potential liquefaction exists except some areas. Those need to soil improvement with grout or attaching measurement on substructure.

• Journal of Soil and Groundwater Environment
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• v.16 no.4
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• pp.31-37
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• 2011

The feasibility study of soil flushing was investigated to remediate lubricant oil and zinc contaminated railway soil. In this study, mixed washing agents of surfactant and inorganic acid/base were used for the simultaneous removal. The mixed washing agent of non-ionic surfactant and HCl removed 15% of the lubricant oil and 40% of zinc, respectively. Alkaline-enhanced soil washing process increased the removal of lubricant oil up to 40%. This is because alkaline solution reduced the interfacial tension between water phase and lubricant oil phase due to the soap formation reaction. To simulate in-situ soil flushing for the remediation of railroad-related contamination, two dimensional soil flushing was carried out based on the results of batch soil washing. In the soil flushing, the removal efficiencies of lubricant oil and zinc were 34% and 16%, respectively. Even though the removal efficiency was low, the mixed washing agent can remove metal and lubricant oil simultaneously.

• Resources Recycling
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• v.19 no.2
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• pp.19-27
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• 2010

The purpose of this research was to see thermal and breaking type characteristics of waste wood for construction materials using high temperature and pressure equipment. In TG/DTA graph weight of waste wood was steeply decreased at $250^{\circ}C$, it has to be treated below $250^{\circ}C$ for construction materials. In popping test the needle-leaved tree was more broken in texture than the broad-leaved tree, especially, Chamaecyparis obtusa(W-7) was the best. The optimum result was obtained at temp. $200^{\circ}C$, pressure 3MPa among the experimental condition.

• Proceedings of the Korean Geotechical Society Conference
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• 2008.03a
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• pp.1269-1277
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• 2008

In this study, the behavior of retaining wall composed with soldier pile and steel plate is analysed. The steel guided plate(SGP) method is applied to the site near the riverside in which geotechnical condition results in flood and large deformation. Following the concept of preventing infiltration from huge permeability stratum and decreasing deformation with strengthened stiffness simultaneously, this method is discussed its effectiveness with the instrumentation data. Also the differences of behavior between predicted and detected are investigated with numerical methods. It is found that SGP has a good deal of advantages with regard to balancing between control of permeability and deformation. In addition, it is revealed that SGP can give resonable construction plan for sustaining stiffness for which the sheetpiling method cannot be adopted effectively in waterfront condition.