동절기에 대기온도가 영하로 내려감에 따라 포장하부층의 동결 및 응해가 반복되어 포장체의 구조적 성능이 저하된다. 이를 방지하기 위하여 동상에 대한 많은 연구가 수행되었으며, 그 결과, 우리나라 전역의 동결지수선도가 작성되어 동상방지층 설계 등의 도로건설에 이용되고 있다. 하지만, 포장층의 두께와 재료, 그리고 지형에 따른 동결심도의 변화에 대한 조사가 체계적으로 이루어지지 않아 현행 동상방지층 설계의 유효성에 대한 평가가 시급한 실정이다. 본 논문에서는 한국도로공사 시험도로에서 측정되는 대기온도 자료와 콘크리트 및 아스팔트 포장의 깊이별 온도 및 함수량 자료를 이용하여, 시험도로의 동결지수 및 동결가능 깊이를 조사하였다. 또한, 조사된 결과를 기존의 동결심도 추정식에 의한 결과와 비교하였다. 본 연구는 시험도로에서 측정된 동결 관련자료에 대한 초기연구로서 , 장기적인 자료의 축적과 분석을 통하여 보다 신뢰성 있는 결과가 도출될 수 있을 것으로 판단된다.

This experiment was carried out to investigate the ovarian responses of the ovulation point, ovarian weight and size, the number of ovarian follicles and collected embryos, and to study the effects of the developmental stages (oocytes, 2-4 cell. 8-16 cell and morulae), additional levels of Ficoll (0, 15, 30%) on the survival rate (FDA-test) of rat embryos frozen in vitrification solution (20% glycerol + 10% ethylene glycol + 10% sucrose). Sunanarized results was as follows; 1. The mean ovulation point per head was 7, and the weight of ovaries was 0.03g. The size of ovary was 5.9 mm(L) and 4.6 mm(W), and the number of ovarian follicles over and below 2 mm was 4.7 and 8.7, respectively. The number of the collected embryos per head was 5.5 (79%). 2. 2. The FDA score of embryos frozen in 20 G 10 E 10 S without Ficoll was 2.8 (oocyte), 2.6 (2-4 cell), 3.9 (8-16 cell) and 3.6 (morula), respectively. However, there were no significant differences among treatments. 3. The FDA score of embryos frozen in 20 G 10 E 10 S with 15% Ficoll was 3.4 (oocyte), 4.0 (2-4 cell), 4.7 (8-16 cell) and 4.8 (morulae), respectively (P>0.05). 4. The FDA score of embryos frozen in 20 G 10 E 10 S with 30 % Ficoll was 3.7 (oocyte), 3.2 (2-4 cell), 4.4 (8-16 cell) and 4.4 (morulae), respectively (P>0.05). 5. As shown in the above results, the higher survival rate was obtained in the treatment of 15% Ficoll than that of 30%. And the survival rate (FDA-test)of the oocytes and 2-4 cell stages of the rat embryos was lower than that of 8~16 cell and morulae stages. It was considered that 8-16 cell and morulae could be available for the successful freezing by vitrification of rat embryos with 15% Ficoll except for oocytes.

This experiment was carried out to study the determination of survival of vitrified and thawed mammal follicular oocytes by FDA-test. Oocytes were divided into 3 groups according to attachment of cumulus cell. Group A oocytes were tightly surrounded by cumulus cell, group B oocytes were partially surrounded by cumulus cell, and group C oocytes were poorly surrounded by cumulus cell. Vitrification solution developed by our previous study (Kim et al, 1992) which consisted of permeable agent (20 % glycerol + 10 % ethylene glycol) and nonpermeable agent (30 % Ficoll + 10 % sucrose). Oocytes (7~10) loaded into 0.25 ml straw after 10 min equilibration were plunged into liquid nitrogen (- 196) directly. The FDA-score of vitrified and thawed group A oocytes was higher in rat (4.2) than in rabbit (3.9), cow (3.8), mouse (3.4) and porcine (2.4), however that of cumulus cell was higher in rabbit (4.7) than in rat (4.1), cow (2.9), porcine (2.6) and mouse (1.4). The FDA-score of vitrified and thawed group B oocytes were 3.1 (cow), 2.9 (rabbit), 2.9 (mouse), 2.6 (rat) and 2.5 (porcine), respectively. However that of cumulus cell was higher in rabbit (3.7) than in porcine (2.6), rat (2.3), cow (1.7) and mouse (0.3). The FDA-score of vitrified and thawed group C oocytes was higher in mouse (4.1) than in cow (2.9), rabbit (2.6), rat (1.3) and porcine (1.1). As shown in the above results, The survival rates of oocytes were higher in group A than in group B and C except in mouse and cow. These results suggest that the survival of cumulus cell as well as follicular oocytes can be reliably judged by their fluorescence with FDA-test.

Concrete structures are exposed to complex degradation environments depending on their environmental characteristics. The concrete members of bridges are exposed to water and salt by rivers and oceans, and there is always a possibility of freezing and thawing damage in the upper and lower part of the bridge due to the continuous heat and heavy snow in summer and winter. In this study, a freeze-thaw test method which indirectly evaluates the strength reduction of concrete according to the repeated cycle of freezing and thawing was proposed, and the strength reduction rate was measured by using the concrete specimen. As a result, the concrete strength was reduced by 20% in freeze-thaw test method. In the future, it can be used as a basic data of the study on strength of each cycles.

Recently, scaling of pavement concrete is becoming problem by excessive use of deicer. The current study measured durability of concrete not considering multi-deterioration using design and construction mixing used general concrete pavement.