The study examined the difference in activation by using a container (1cm, 3cm) that was different in height from the other time (3 minutes, 6 minutes, 9 minutes) at the same temperature. The activation time and height of the container do not affect the strength.

The purpose of this study is to compare the compression strength of gypsum substituted mortar with that of mortar. After replacing the cement with the loess, a portion of the remaining cement was replaced with gypsum to make specimens. When the gypsum is replaced, the strength of all the specimens is lower than that of the standard specimen. It is necessary to use a long-term strength mixed material to replace this.

The purpose of this experimental study is to increase the strength of mortar mixed with activated Hwang-Toh (AHT) and granulated blast furnace slag (GGBS) as a compound for the development of eco-friendly concrete. The compressive strength test was carried out by making mortar specimens with a certain ratio of AHT and GGBS. The percentage of AHT were at 30% and 50% and the GGBS were a 40% and 50% as Major variables. The results of this study showed that for specimens with percentage of AHT at 30% with GGBS increased above the strength of the mortar without the binding. However, the compressive strength of experimentation with percentage of AHT at 50% with partially replace GGBS has decreased by more than the mortar without the binding. Therefore, further study is deemed necessary.

The purpose of this study is to compare the strength according as variables of Hwang-Toe activation temperature based on existing references. Compressive strength tests were carried out when the activation temperature was set to 450℃, 600℃, 850℃ and the replacement ration was set to 30%, 50%. As a result, it showed that strengths of specimens overall increased to 850℃. However, strengths of specimens with 50% replacement of Hwang-Toe were significantly reduced at 450℃ and 600℃. In this regard, it is necessary to study the proper quality of activated Hwang-Toe for mortar application in the future.

Research on concrete using activated Hwang-Toh is intensively conducted to protect environment. Therefore, in this study, the effect of activation of Hwang-Toh on strength was investigated through flexural and compressive tests. The specimen made by replacing part of cement with inactivated Hwang-Toh showed strength 55~61% of the control specimen. However, the specimen with activated Hwang-Toh as alternative material indicated load-carrying capacity 76~102% in comparison with the control specimen. Hence, concrete with activated yellow soil can be use in the construction market.

Research on concrete using activated Hwang-Toh is intensively conducted to protect environment. Therefore, in this study, the effect of activation of Hwang-Toh on strength was investigated through flexural and compressive tests. The specimen made by replacing part of cement with inactivated Hwang-Toh showed strength 55~61% of the control specimen. However, the specimen with activated Hwang-Toh as alternative material indicated load-carrying capacity 76~102% in comparison with the control specimen. Hence, concrete with activated yellow soil can be use in the construction market.

이 연구에서는, 우리나라 전통 건축재료 중 하나인 천연 황토 모르타르에 사용되어 온 해초풀과 현대적 재료인 고흡수성수지 (Superabsorbent Polymer, SAP)와 같은 흡수성 물질이 이러한 모르타르의 건조수축과 압축강도에 미치는 영향이 조사되었다. 흡수성 물질과 더불어 문화재표준시방서에서 권고하는 초기 밀봉양생의 효과 역시 검토되었다. 실험에 의한 28일 압축강도와 수렴한 건조수축 변형율의 검 토 결과, 우선 초기 7일간의 밀봉 양생은 강도향상과 수축저감에 효과적이었다. 따라서, 문화재표준시방서의 권고는 합리적이며 실효성이 있 는 것으로 검증된다. 흡수성 물질의 혼입 역시 두 재료특성에 있어 효과적인데, 그 효과는 물질들의 흡수 능력에 의존한다. 따라서, 흡수 능력이 더 높은 SAP을 사용하는 것이 해초풀을 사용하는 것보다 더 효과적이다. 그러나, 이러한 것들이 유효하기 위해서는 초기 밀봉양생과 물이 추가 되지 않는 조건들이 함께 따라야 한다. 마지막으로, 황토 모르타르의 압축강도의 증가는 건조수축의 감소와 선형적으로 관계한다. 이러한 선형 상관성에 의해, 초기밀봉 양생 또는 흡수성 물질의 혼입에 따른 모르타르의 압축강도 증가하는 원인이 정량적으로 설명될 수 있다.

This study was experimented by reviewing the possibility of applying non-sintered loess as a building material. Andthis study was to evaluate and compare flexural and compressive strengths characteristics of cementless mortar with non-sintered loess according to percentage of non-sintered loess and the type of curing without adding any cement. SEM,chloride ion penetration resistance and chemical resistance were also evaluated and compared to study characteristics ofcementless mortar with non-sintered loess. In order to evaluate the characteristics of cementless mortar with non-sinteredLoess. Test pieces were fabricated at 3, 7 and 28 days depending on the percentage of non-sintered loess and the typeof curing. And also normal portland cement mortar were fabricated to compare with cementless mortar with non-sinteredloess. The result of this study, Properties of cementless mortar with non-sintered loess strength are generally lower thannormal portland cement mortar. However cementless mortar with non-sintered loess which is mixed 20% show equallyas normal portland cement mortar. Also, cementless mortar with non-sintered loess show excellent results than normalportland cement mortar in the durability characteristics. The purpose of this study was to expand the utilizable scope ofnon-sintered loess and to use the basic data as a applying building material in the future.