The quality of injection sealer for water leakage maintenance be being managed by KS. However, the test result of response to the substrate movement performance have some errors by an experimenter. Therefore, this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.

In this study, the hydration characteristics in winter of low heat concrete with respect to the binder type are investigated experimentally. According to the research results, TBC1(Ternary Blended Cement) applied low heat concrete, the heat of hydration was found to be reduced and the 28 days compressive strength was superior to that of other TBC mixes.

This paper describes the analysis results of coupling beams using steel fiber reinforced concrete for comparison with measure behaviors. Analysis is performed by the finite element analysis program, Vector 2. The results show possibility that relieve complex detail of diagonally reinforced coupling beam.

Underground material and to secure any other appropriate waterproofing method for improving the workability experiments on non-woven fabric weight is selected. As a result, the appropriate non-woven fabric weight of 140 g/㎡ was confirmed.

This study was performed to investigate the physiological responses of Oplopanax elatus by water condition.Drought stress was induced by withholding water for 26 days. The results show that PN max, SPAD, gs, E and Ci weresignificantly decreased with decreasing of soil moisture contents. However, AQY and WUE were decreased slightly only at26 day. This implies that photosynthetic rate is reduced due to an inability to regulate water and CO₂exchange through thestomatal. According to JIP analysis, ΦPO, ΨO, ΦEO and PIABS were dramatically decreased at 21 day and 26 day, whichreflects the relative reduction state of the photosystem II. On the other hand, the relative activities per reaction center suchas ABS/RC, TRo/RC were significantly increased at 26 day. Particularly, Dio/RC and DIo/CS increased substantially underdrought stress, indicating that excessive energy was consumed by heat dissipation. These results of chlorophyll a fluores-cence show that the sensitivity changes photosystem II activity. Thus, according to the results, O. elatus was exhibited astrong reduction of photosynthetic activity to approximately 10% soil moisture contents, and JIP parameters could be usefulindicator to monitor the physiological states of O. elatus under drought stress.

최근 도로의 개･보수 공사 뿐만 아니라 도시가스, 상수도 및 오폐수 관거 등의 교체공사로 인하여 건설산업 부산물 중에 폐아스콘의 발생량이 상당한 부분을 차지하고 있다. 이러한 폐아스콘의 처리 및 건설공사 골재부족 현상을 해결하기 위하여 폐아스콘을 전량 사용한 재생 아스팔트의 연구가 활발히 진행되고 있다. 한편 CO₂의 발생량을 줄이기 위해 무시멘트를 사용한 상온 재생아스팔트의 역학적 성능에 대한 기초실험을 실시한 결과 채움재로 시멘트를 사용한 상온 재생아스팔트와 동등 이상의 마샬안정도를 확보하고 흐름값 및 공극률 모두 KS 기준을 만족하는 것을 확인하였다. 따라서, 본 연구에서는 폐아스콘을 처리한 순환골재와 무시멘트 결합재를 이용한 상온 재생아스팔트의 내구성능을 확인하기 위하여 동적안정도 특성을 분석하였다. 배합 및 온도조건에 따른 휠트래킹 시험방법으로서 동적안정도를 평가한 결과, 모든 배합조건에서 약 5분까지는 급격히 중앙부 처짐량이 증가하는 경향을 나타내었으며, 그 후 60분까지 서서히 처짐량이 증가하여 일정수치에서 수렴하는 경향을 나타났다. 한편, 무시멘트계 결합재를 채움재로 사용하는 것이 OPC를 채움재로 사용하는 것보다 변형에 대한 저항성이 우수한 것으로 판단된다. 동적안정도(DS) 검토 결과, 60℃ 기준에서는 변형량과 동적안정도가 모든 배합조건에서 21,000회/mm로 동일하게 나타났으며, 20℃ 기준에서는 OPC보다 2배 우수한 동적안정도를 나타내었다. 실험 온도조건이 높은 경우, 채움재의 종류에 상관없이 아스팔트 유제의 유동성이 증가되어 동적안정도가 동일하게 나타났지만, 상온의 온도조건에서는 무시멘트계 결합재를 사용한 경우 상온 재생아스팔트 혼합물의 매트릭스가 치밀해져 동적안정도가 우수한 것으로 판단된다.

경제성장과 더불어 산업발전이 급격하게 이루어짐에 따라 산업폐기물이 나날이 증대되어 대기 중의 환경오염 및 폐기물의 무단방치 및 불법매립 등의 환경오염 문제가 사회적인 심각한 문제점으로 대두되고 있다. 수많은 산업폐기물 중 주물산업에서 발생하는 폐주물사는 연간 발생량이 약 300만 톤이며 이를 대부분 야적･매립함으로써 이에 따른 2차 환경오염을 발생시키고 있다. 이러한 폐주물사를 재활용하는 방안으로 건설 산업에서 시멘트나 잔골재의 대체 재료로서 재활용하는 방안으로 연구가 요구되고 있다. 따라서 본 연구에서 산업부산물인 폐주물사의 첨가에 따른 시멘트 모르타르의 흐름값 및 강도특성에 대한 검토를 실시하였으며, 이를 위하여 결합재와 주문진 표준사를 1:2.45, W/B=53%로 설정하고 폐주물사를 시멘트 2 ~ 40%, 잔골재 10 ~ 50% 대체 혼입하여 공시체를 제작하였다. 실험에 사용한 폐주물사의 밀도는 2.42 g/cm³로 시멘트나 잔골재에 비해 작은 편이며, 폐주물사를 시멘트 대체재로 혼입한 모르타르의 흐름값 측정결과 혼입량이 0%, 2%, 4%, 6%, 8%, 10%, 20%, 30%, 40%인 경우 각각 152 mm, 146 mm, 145 mm, 143 mm, 138 mm, 136 mm, 120 mm, 114 mm, 112 mm로 최대 26% 감소하는 경향을 나타내었다. 그리고 제작된 공시체를 20℃로 양생하여 7일 압축강도를 측정한 결과 혼입량이 0%인 경우에 비하여 8%, 40% 혼입하였을 때 각각 18%, 65% 감소한 6.28MPa, 7.90MPa이며, 10% 이상 혼입하였을 때 강도가 급격히 감소하는 경향을 나타내었다. 잔골재 일부를 폐주물사로 대체 혼입한 모르타르의 흐름값 측정결과 혼입량이 0%, 20%, 40%인 경우 각각 152 mm, 134 mm, 115 mm로 최대 24%감소하는 경향을 나타내었다. 또한 제작된 공시체를 20℃로 양생하여 3일, 7일 압축강도를 측정한 결과 혼입량이 0%인 경우에 비하여 40% 혼입 하였을 때 각각 10%, 12% 감소하여 20.13 MPa, 17.41 MPa로 나타났다. 따라서, 폐주물사를 콘크리트 재료의 대체재로 사용할 경우 입도분포를 고려하여 잔골재의 대체재로 사용하는 것이 효과적인 것으로 판단된다.

This paper addresses the shear strength based on ACI 318-88 code and proposed equation by Park & Yun for steel fiber coupling beams containing steel fiber.

Based on the study of chloride migration coefficient and hydration heat evolution, it was found that the use of ternary blended cement was effective to achieve desired service life and minimum crack index. On the other hand, a high level of compressive strength is required for marine concrete mix design.

This paper addresses failure modes of steel fiber coupling beams containing steel fiber. It shows that steel fiber of coupling beams efficiently controlled increase of crack width by bridge action.

This paper addresses analysis using vector2 program of steel fiber coupling beams containing steel fiber. It shows that steel fiber of coupling beams efficiently controlled increase of crack width by bridge action.

The purpose of this study is to investigate the characteristics of compressive strength and workability according to the NaOH and KOH addition method as powder of mortar which is made of Non-sintered binder for the reuse of resources and the CO2 reduction

The objective of this study is to investigated the compressive characteristics properties used cement paste containing Silica Fume Binder with elapsed curing time.

The objective of this study is to investigated the compressive characteristics properties used cement paste containing 30% blast furnace slag with curing days.

The objective of this study is to investigated the compressive characteristics properties used cement paste containing 20% fly ash with curing days.

The quality of injection sealer for water leakage maintenance be being managed by KS and ISO. However, the test result of percolation resistance performance have some errors by an experimenter. Therefore, this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.

Diagonally reinforced concrete coupling beam has complicated reinforcement details. To solve this problem, it is necessary to develop the alternative reinforcement details. The objective of this study is to investigate strain characteristics of coupled shear wall according to the replacement ratio of headed-bar.

The objective of this study is to investigate the influence of PVA Fiber on flexural yielding coupling beam. Test variable of this study is material type of coupling beam. Test results showed that coupling beam with PVA material experienced multiple micro craks.

Reinforced concrete coupled shear wall systems in medium and high-rise construction, where RC beams couple two or more RC walls have been frequently used. The objective of this study is to investigate seismic behavior of coupled shear wall according to the replacement ratio of headed-bar.

Hybrid coupled shear wall with steel coupling beam has often been used to resisting system of earthquake load and transverse load. This study addresses the strain characteristics of coupling beam in hybrid wall system.