• KIEAE Journal
• /
• 제7권3호
• /
• pp.89-96
• /
• 2007

The purpose of this experimental study is to investigate the compressive strength, shear strength, bending strength, and crack control by the mixture of the hwang-toh. The size of compressive specimens is $200{\times}200{\times}400(mm)$, and the size of shear, bending specimens is $200{\times}200{\times}600(mm)$. Finally, crack control specimens for comparative comparison is $200{\times}200{\times}15(mm)$. The mixture of the hwang-toh is as follows; Hwangtoh( H)+Water(W), H+W+Sand(S), H+W+S+sTraw(0.5%), H+W+S+sT(1.0%). The actual height, width, and the length are measured at the center of all specimens. The main parameters are mixture ratio of hwang-toh, straw and age of specimens. The test results are as follows. (1) The compressive strength is linearly increased until 15 weeks according to specimen ages. (2) About crack control, the specimen added in 1% straw is the most effective.

• 한국환경복원기술학회지
• /
• 제14권2호
• /
• pp.21-32
• /
• 2011

The effects of high polymer on the seedling survival were investigated in three major turfgrasses. Twelve treatments were used in the study with different rates of sand, soil organic amendment (SOA), and water-swelling polymer (WSP). Turfgrass seedling survival rate was evaluated in creeping bentgrass (CB), Kentucky bluegrass (KB), and zoysiagrass (Zoy) grown under greenhouse conditions. Significant differences were observed among the treatments. Seedling survival rates were variable in CB, KB, and Zoy according to mixing rates of SOA and WSP, being maximum 20.2% in differences. At 6 weeks after seeding, the survival rates ranged from 0.6 to 61.9% in CB, 4.2 to 75.3% in KB and 1.7 to 82.1% in Zoy. A pattern of seedling emergence varied with time among treatments influenced by WSP rates. A proper mixing rate of WSP is considered to be 5% for CB and 5 to 10% for KB and Zoy. In general, overall effect of WSP on seedling survival was clearly observed in the mixtures of sand 80% and SOA 20% in CB. The best result, however, was found from the mixture of sand 85% and SOA 15% in both KB and Zoy. When mixing sand with WSP, a proper rate of SOA is considered to be 20% for CB and 15 to 20% for KB, while 10 to 15% for Zoy. A further research is needed to investigate the effects of WSP on the turf quality in mixtures of sand, SOA, and WSP before a field application.

• 분석과학
• /
• 제13권1호
• /
• pp.5-11
• /
• 2000

시운전중인 국내 최대 규모의 유동층 보일러에서 발생한 크링커의 생성원인을 규명하기 위해 현장에서 크링커 및 사용중인 무연탄의 회, 모래, 석회석을 채취하였다. 발전소에서 시행중인 운전조건을 고려하여 이들에 대한 비율별 및 온도 조건 변화에 따른 각 시료의 성분 분석, 표면형상 관찰, 열특성 분석 및 결정구조 분석을 실시하였다. 크링커는 횐 색과 검은 색 및 갈색 부분으로 되어 있었으며 이를 색깔별로 크게 흰 색 및 검은 색으로 구분하여 실험을 하였다. 그 결과 검은 색은 모래, 흰 색은 무연탄 회에 보다 유사한 특성을 지녔고, 온도에 따른 실험 결과, 모래의 소결온도는 $1,200^{\circ}C$ 이상의 고온인 반면에 모래에 석회석을 혼합할 경우, 소결온도가 낮아짐을 알 수 있었다. 따라서 크링커의 생성원인은 유동층 보일러 내에 고온부가 형성되어 모래와 석회석이 용융 또는 소결된 상태에 무연탄회가 부착되어 형성된 것으로 판단되었다.

• 한국지반공학회논문집
• /
• 제27권3호
• /
• pp.95-102
• /
• 2011

불포화 지반을 이루고 있는 흙의 알갱이, 물과 공기의 연계해석이 전체 지반의 변형에 미치는 영향을 알아보고자, 흙 알갱이와 물의 두 가지 요소로 해석되어지는 기존 관점과의 차이를 분석하고 그에 대한 원인을 비교하였다. 열역학적 가정을 토대로 평형방정식을 이용하여 불포화토 거동을 지배하는 물과 공기의 흐름 관계를 유한요속해석을 위한 수학적인 알고리즘을 유도하여 배수시험 수치해석을 통해 기존 문헌과 비교 검증하였다. 3상으로 이루어진 불포화토 거동을 통해서 흙의 알갱이와 물과의 상호작용에서 공기압의 역할을 분석하여 불포화 지반 내에 물과 공기의 두가지 흐름에 대해 지반공학적인 적용성을 알아보았다.

• Geomechanics and Engineering
• /
• 제17권3호
• /
• pp.307-316
• /
• 2019

Dam deformation should be strictly controlled for the construction of 300 m-high rockfill dams, so the rockfill materials need to have low porosity. A method of using composite grout is proposed to reduce the porosity of rockfill materials for the construction of high rockfill dams. The composite grout is a mixture of fly ash, cement and sand with the properties of easy flow and post-hardening. During the process of rolling compaction, the grout admixture sprinkled on the rockfill surface will gradually infiltrate into the inter-granular voids of rockfill by the exciting force of vibratory roller to reduce the porosity of rockfill. A visible flowing test was firstly designed to explore the flow characteristics of composite grout in porous media. Then, the compressibility, shear strength, permeability and suffusion susceptibility properties of composite grout-modified rockfill are studied by a series of laboratory tests. Experimental results show that the flow characteristics of composite grout are closely related to the fly ash content, the water-to-binder ratio, the maximum sand size and the content of composite grout. The filling of composite grout can effectively reduce the porosity of rockfill materials, as well as increase the compression modulus of rockfill materials, especially for loose and gap-graded rockfill materials. Composite grout-modified rockfill tends to have greater shear strength, larger suffusion erosion resistance, and smaller permeability coefficient. The composite grout mainly plays the roles of filling, lubrication and cementation in rockfill materials.

• 한국지반공학회논문집
• /
• 제15권5호
• /
• pp.291-300
• /
• 1999

BTEX로 오염된 혼합토(사질토/점토)의 정화를 위한 계면활성제 기법의 적용성 및 제거효율에 대한 연구를 진행하였다. 초기농도 275mg/kg으로부터 1975mg/kg의 BTEX로 오염시킨 8개의 컬럼에 물, methyl alcohol과 계면활성제 용액을 주입하였고 이때 계면활성제와 첨가물의 혼합과 비혼합시에 대해 제거거동을 비교 분석하였다. 물을 이용한 흙 세척법의 적용 결과 850 간극부피의 물을 주입하여 98%의 제거 효율을 보였으나 8mg/kg 이하의 저농도에서는 더 이상 제거가 이루어지지 않고 일정한 양상을 가지는 tailing effect를 보였다. 본 실험 결과 가장 우수한 조건은3% ethyl alcohol과 3% SXS를 첨가한 4% SOFTANOL(equation omitted)-90을 간헐적으로 주입한 경우였으며 이 때 95 간극부피에서 99.5%의 제거효율을 보였다. 실험결과 물을 주입하였을 경우 850 간극부피를 주입한 반면, 계면활성제 적용시 95-165 간극부피에서 84.5%-99.5%의 제거효율을 보였는데 이는 계면활성제 기법을 오염된 지반 정화에 효율적으로 적용할 수 있음을 나타내는 것이다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2007년도 춘계학술논문 발표대회
• /
• pp.25-28
• /
• 2007

In this study we measured the changes according to time respectively on the basis of 0, 30, 60 and 90 minutes, taking into consideration the decline in fluidity of concrete according to elapsed time to analyze manufacturing capability of batcher plant according to elapsed time of ready-mixed concrete manufactured in batcher plant, and offer basic data for mixture design of ultra-high strength concrete. The proportion of water-binder was 23.55, water content was 160kg/m3, proportion of replacement of crushed sand was 0, 20 and 40% at 3 level, and we applied to the same condition of triaxial component using blast furnace slag powder and silica fume as admixture. And to meet the demand of certain fluidity, we measured respectively on property before and after hardening of ultra-high strength concrete using superplasticizer. As a result of experiment, before hardening of ultra-high strength concrete showed the best fluidity in conditions of crushed sand replacement rates of 20% and superplasticizer composition of 1.95%, but it appeared that fluidity drops as time goes by in the same composition condition. And it appeared that when it comes to hardened, the changes of compression strength according to elapsed time by crushed sand replacement rates were within 1MPa. Therefore, it turned out that the difference of strength according to elapsed time was low and compression strength of 280dys in composition mentioned above appeared highly as 88MPa.

• 한국지반공학회논문집
• /
• 제38권6호
• /
• pp.41-47
• /
• 2022

투수성 포장은 강우를 노반으로 침투시켜 지표면 유출량 감소와 수질 개선을 기대하기 위한 기술이다. 수질 개선효과의 증대를 위해 투수성 포장 내에는 필터층을 추가하기도 한다. 본 연구에서는 투수성 포장의 구성 요소인 여재 필터의 성능을 알아보기 위해 석탄 저회-규사 여재에 대한 투수성능과 입자상 물질 제거 효율을 분석하였으며, 석탄저회와 규사를 기본 재료로 하는 5개의 여재를 대상으로 하였고, 입자상 물질로는 60㎛ 이하의 입자를 사용하였다. 순수 규사 시료 혹은 순수 석탄저회 시료는 평균적으로 약 70%의 입자상 물질 제거효율을 보였으나, 혼합 시료의 경우 제거 효율이 약 90%로서, 비점오염 저감시설에 대한 저감율 권고치인 80%를 상회하는 것으로 나타났다. 향후 현장 검증을 통한 투수성 포장 내 여재 필터 성능에 대한 검증 후 도로 시설 혹은 독립적인 여과 장치로 사용할 수 있을 것으로 판단한다.

• 아시안잔디학회지
• /
• 제13권4호
• /
• pp.223-234
• /
• 1999

Antibiotic activity of selected biocontrol agent Trichoderma harzianum ABGS-95 showed 59% to P. graminicola, 65% to P. aphanidermatum and 57% to Rhizoctonia solani compare to non-treated control. ABGC-95 showed resistant to major agrochemicals such as metalaxyl+mancozeb, etridiazole, propamocarb, toclofos methly, terbuconazole, pencycuron and flutolanil. The biocontrol agent T. harzianum ABGC-95 grew vigorously in low nutrient media and water agar. And sand mixture with wheat bran or mowing debris of zoysia grass also provided good growth of the organism. Application of sand mixture of Trichoderma spp. into aeration cores in golf showed most effective biocontrol of pythium blight. Top dressing application of T. harzianum ABGC-95 reached 83% control efficient while spray application of same biocontrol agent showed only 69% control. The biocontrol agent ABGC-95 successfully suppressed the population density of Pythium spp. in soil. The population density of total Pythium spp. in ABGC-95 treated soil was sustained almost same population at beginning(early May) up to end of August, while the population in untreated control plot was increased 5 times that of beginning and even 10 times in pathogen accumulated soil.

• 한국주조공학회지
• /
• 제7권4호
• /
• pp.366-379
• /
• 1987

The influences of some factors on the variation of compression strength of $CO_2$ process were investigated with an attention given to use of high $SiO_2\;/Na_2O$ silicate, addition of organics and gassing operation. 1) Higher ratio binder offers faster rates of hardening with lower $CO_2$ consumption requiring more concentration for a good strength development. A mixture containing 4 percent of 2.7:1 ratio silicate produces the strength above $8kg\;/\;cm^2$ after 80 seconds gassing, but 5% and 6% respectively of 3.0:1 and3.3:1 ratio silicate are necessary to achieve equivalent levels of strength. 2) The correct water content in sand mixtures containing higher ratio silicates is necessary for the better strength properties to be obtained. The addition of 1% water to the sand mixtures bonded with 5%,3:1 ratio and 6%,3.3:1 ratio silicates maintains near-maximum strength on extended gassing. 3) When higher ratio silicates with 3:1 and 3.3:1 ratios are used,the addition of organic additives such as oil, sucrose and polyol results in considerable changes in strength. The presence of 1.0 to 1.5 percent of polyol produces a noticiable improvement 4) Gas diluted with air raises the efficiency of gas utilization. When gas contains 50 percent $CO_2$, the efficience is significantly increased with the best strength in the silicates having high ratios of 3:1 and 3.3:1. 5) The strength of molds is liable to change on storage with the reduction in water content. The magnitude of the strength change is determinded with the mole ratio. The presence of polyol in the mixture with 3.3:1 ratio silicate has a pronounced effect on maintaining the gassed strength.