On this study, carbonation rate and W/C ratio were estimated by collecting actual data of each carbonation depth and compression strength from inner wall, outer wall, stair hall, and balcony floor of certain remodeling apartments. Through above tests, this study can be reference data of the method of life time prediction for the apartments that subject to remodel.

Concrete shrinkage is happened due to the cement hydration and water evaporation from early ages, and it induces crack of concrete. In this study, the crack resistance of remicon latex-modified concrete was compared with latex and admixture ratio. From the results, if admixture ratio is constant, cracking is delayed when the latex ratio is increased.

Alkali-activated Cementless Binder(NC) is one of the most sustainable construction materials because it reduce portland cement content in concrete, resulting in decreased emission greenhouse gas and decreased use of natural raw materials. This study is to investigate chloride ion permeability of Alkali-activated Cementless Binder(NC) and ordinary portland cement(C) mortars using red mud.

The purpose of this study is to analyse the hydration reaction of paste according to fineness of non-cement binder, as a basic for the development of non-cement concrete block. As the fineness of binder increased, compressive strength of paste increased, and C-S-H gel was produced actively.

PVC waterproofing sheet is applied in exposed form on the rooftop of building. However, existing reinforcing fiber is would be occurred defect of waterproofing layer tear, because it has a anisotropy. As a result of test, while A-specimen and C-specimen have not the anisotropy, B-specimen has the anisotropy. B-specimen which is applied patterns of reinforcing fiber of I-type, is wide variations in the mechanical properties. C-specimen which is applied patterns of reinforcing fiber of Z-type, is not wide variations in the mechanical properties because it has the anisotropy.

Domestic portland cement(OPC) is made up of clinker, gypsum and 5% of admixtures. If 5% of Admixture contents of portland cement add to 10%, CO2 reduction effect can be expected. In this study, Freezing and Thawing test of concrete using limestone powder was evaluated.

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

In the present study, carbon dioxide emission was investigated at various pozzolanic materials such as ordinary Portland cement(OPC), pulverized fuel ash(PFA) and ground granulated blast furnace slag(GGBS). The result of the investigation was worked out at environmental assessment by using triangular method. The raw materials without the additional bulk process rather than materials, carbon dioxide occur to lead to much intension on the environment.

This study investigates the autogenous shrinkage of morta that contains shrinkage reducing agent (SRA) It is observed that the autogenous shrinkage of mortar was about 300με at 6 days after casting. The SRA reduces the autogenous shrinkage by an half, but unexpected expansion was observed between 1 and 2 days after casting.

아스팔트 재료의 강성도와 피로수명을 예측하기위하여 일반적으로 4점굽힘시험법이 널리 사용되고 있다. 본 연구는 아스팔트 강성도를 예측할 수 있는 일축압축실험, 간접인장실험, 동축전단실험, 4점굽힘실험 등을 비교하였다.

본 논문은 도로포장에서 아스팔트 재료의 기초적 파괴 물성을 예측하기 위한 이중비틂 파괴역학 실험 및 모델링 개발을 보여준다. 이중비틂 아스팔트 공시체의 역학적 거동을 분석하기 위하여 3차원 이산요소법이 적용되었다.

The present study concerns the properties of cement-free concrete using binding capacity of cement paste. The cement-free was casted with alkali-activators(KOH, NaOH, and CaOH2) by weight of binder. The properties of cement-free concrete was studied compare to that of OPC. It was found that an increase in the chloride concentration resulted in a decrease the binding capacity of OPC.

Post-installed anchor is installed in non-cracked concrete after corrosion to investigate pullout strength of the anchor. Pullout test was conducted diameter, insertion depth of the anchor of a couple of variables. If it receive pullout load, performance of corroded anchor is degraded by the reduction of the cross-section of the anchor body.

As the results of study, water absorption ratio of concrete block decrease as HC content was increased. And flexural strength increase as HC content was increased by 2.5%. When considering the water absorption ratio and strength of concrete block, the proper content of HC is thought to be 2.5%.

When concrete in nuclear vessel is exposed to high temperature, it is important to lower the temperature inside through cooling down of water supply outside. In this study, concrete thermal coefficient variation is evaluated with adding steel powder and magnetite aggregate. Considering the volume replacement of sand and coarse aggregate, 9 cases of mix conditions are prepared. The more volume of magnetite aggregate concrete has, the higher thermal coefficient is evaluated in nuclear concrete. Furthermore, steel powder is evaluated to be effective for increase thermal coefficient.

On this study, the laboratory model test is a soil tanker to be contained with clay and grid form improved soil, the test model is conducted in total 9case with the uniaxial compressive strength of improved soil and replacement ratio of improved soil. Numerical analysis for variation of stress distribution ratio with depth is performed in the same conditions which are the laboratory model test. As a result, stress distribution ratios in mid and high replacement ratio are increasing and settlement is decreasing, except low replacement ratio. This study is presented for form effect ratio and settlement reduction factor with change of structure form, it is able to be helpful in further research and reference for change of structural forms at composite ground.

Based on the study of compressive strength due to SPC(sulfur polymer cement) content variation in the sulfur polymer concrete , it was found that the SPC content was required more than 16% to get over 50 MPa compressive strength and increasing ratio of the strength was greatest at SPC 14%.

In this study, the GFRP resisting force panel was designed through the 3dimensional analytical modeling using ABAQUS which is the commonly used finite element analyzing program. For components in the resisting force panel, the shape and resource was decided based on the destruction pattern by buckling behavior.

This paper presents the image processing technique for detecting the aggregate shape. From the verification test, it was exhibited that the shape of aggregate can be detected by the developed program.

This research was performed to evaluate applicability of cold-mix recycling asphalt concrete, which was modified during recycling process. A maximum size of 25mm reclaimed asphalt pavement(RAP) was used in cold-recycle process together with an asphalt emulsion and recycled inorganic binder as a binder.