In this study, we prepared porous cation exchange membrane using polystyrene such as, EPS (expanded polystyrene), SAN (styrene acrylonitrile copolymer) and HIPS (high impactive polystyrene). These polystyrenes were sulfonated by acetyl sulfate to make porous cation exchange membrane such as, SEPS, SSAN, SHIPS. SEM was employed to confirm porous structure of membrane, and IR spectroscopy was used to confirm sulfonation rate of ion exchange membrane. Water and methanol content were also increased with amount of sulfuric acid in reactants. SSAN-20 showed the highest value in water and methanol content. Fixed ion concentration and conductivity was also increased with an amount of sulfuric acid in reactants. Methanol permeability for SEPS-20, SSAN-20, SHIPS-20 was found to be 1.326 × 10-5 cm2/s, 1.527 × 10-5 cm2/s and 1.096 × 10-5 cm2/s respectively. From the result of electrodialysis experiment in 0.03 M Pb(NO3)2 aqueous solution, anion exclusion and cation selection effects were confirmed.

This paper describes the structural behavior of insulated concrete wall panels with EPS insulation. That panels reinforced with Fiber Reinforced Polymer (FRP) truss shear connector to achieve composite action of inner and outer concrete wythes. Main test variables are FRP cross section, width and picth. According to the test result, the shear capacity of increased due to reinforced with FRP truss shear connector. And width 12, 18 mm shear connector need more than 30 mm experiments about reclamation deep.

베딩조건에 따라 강성재질의 지중매설관 주변에 작용하는 토압분포와 크기를 조사하기 위하여 초경량재료인 EPS블록을 매설관의 상부 또는 하부에 여러 가지 조건으로 설치한 다음 주문진 표준사로 복토하여 토압과 침하량을 측정하는 원형의 대형토조시험을 실시하였다. 실험결과 EPS 베딩재를 설치하지 않은 경우 매설관 바닥에서 측정된 토압은 4.96 으로 나타났으며 베딩재를 설치하는 경우 바닥에서 측정된 토압은 조건에 따라 1.87～4.35 으로 베딩재를 설치하지 않은 경우에 비하여 12～62% 가량 토압이 경감되는 것으로 나타났으며, 베딩재의 위치에 대한 매개변수적인 실험결과 베딩재를 하부-상부-상하부에 설치하는 순으로 경감효과가 크며 EPS 베딩재를 하부보다는 상부에 설치하는 경우 경감효과가 두드러지는 것으로 나타났다.

The expansion of old road is needed in constructing the entrance at the ○○I/C road in ○○city. To strength the national competition, many agents who concerned do their best for finishing that construction early as soon as possible. In generally, soil embankment on soft foundation is caused to reduce the stability by making the settlement of ground surface due to the over load. Thus, we try to make it stable by building EPS embankment construction which in our working place is one kind of the method of light embankment construction after excavating the original ground.