• 한국지반공학회논문집
• /
• 제20권3호
• /
• pp.75-83
• /
• 2004

인디아나주 도로국 (INDOT, Indiana Department of Transportation)에서는 부분적으로 1990년대 초반부터 토사개량(지반 안정화는 아님)에 대한 저비용의 건설재료로서 석회노분을 사용해왔다. 그러나 석회노분을 포함한 흙의 강도향상은 설계과정에서 노상의 안정화계산에 반영되지 않았다. 따라서 본 연구는 석회노분이 수화된 석회와 유사한 공학적 성질을 지닌 재료인지를 평가하기 위하여 수행되었으며, 인디아나주에서 흔히 접할수 있는 A-4, A-6, A-7-6와 같이 세립분이 우세한 다양한 흙과 조합하여 석회노분의 역학적 장점들을 평가하기 위해 일련의 실내실험들을 수행하였다. 본 연구에서는 아터버그한계, 표준다짐, 일축압축, CBR, 체적 안정성과 회복탄성계수등의 실험들을 수행하였으며 그 결과 비처리토에 비해 처리토의 경우 60-400% 정도의 범위로 일축압축강도가 증가하였다. 비혼합토에 대한 CBR 값의 범위가 3-18인 것에 반하여, 혼합토에 대한 CBR 값들은25-70의 범위내에 있다. 또한, 일반적으로 혼합토의 회복탄성계수도 상당히 증가하는 것으로 관찰되었다. 이상의 결과는 석회노분은 수화된 석회에 대한 대안으로서 실용적이고 경제적인 재료이며 세립토의 강도를 향상시키며 작업성을 향상시킬 수 있음을 암시한다.

• KIEAE Journal
• /
• 제10권2호
• /
• pp.3-8
• /
• 2010

Many countermeasures are presented to make excessive earth circumstance pollution better in the earth. A lot of researches are in progress to lessen $CO_2$ among the industries exhausting it. The industries manufacturing cement are making many countermeasures. Many concernments on ECO-friendly materials, rather than cement, are increased, and researches are in progress to develop them. Lime, material mostly used before Portland cement appeared, attracts the Occident as well as the Orient. In the Occident, lime mortar was used in common, for maintaining and repairing cultural properties, too. This study is aimed at offering basic materials for the modern use of lime, ECO-friendly material. This study measured the change of intensity and weight with lime, sand, and earth, basic materials of Samhoimool. As a result, at the beginning, hydrated lime displayed its density late, but as time was gone, density was promoted continuously. In addition, density was promoted, when it was given heat at the beginning. If heat-generation reaction of quicklime and water was used, density was promoted at the beginning, but liquidity showed a drop.

• 한국광물학회지
• /
• 제18권4호통권46호
• /
• pp.301-312
• /
• 2005

연약지반의 점토퇴적물을 시멘트와 함께 생석회, 소석회, 석고, 고령토, 제올라이트, 규조토 등의 광물재료를 혼합하여 고화 반응시킨 후 양생시간에 따른 물성변화와 반응생성물을 조사하였다. 그 결과, 시멘트로는 포틀랜드 시멘트보다는 슬래그시멘트가 점토의 고화반응에 따른 강도발현이 큰 것으로 나타났다. 그리고 슬래그시멘트와 함께 각종 광물재료와 고화 반응시킨 실험결과에서는, 석고가 가장 높은 강도발현을 나타냈다 따라서 슬래그시멘트와 석고에 대해 이들의 혼합비를 달리하여 고화 실험을 수행하였다. 그 결과, 슬래그시멘트 $70\%$, 석고 $30\%$의 비율에서 가장 좋은 강도발현을 보이는 것으로 나타났다. 이 실험의 고화반응물에서는 에트린자이트 등의 반응생성물이 포함되었다. 이것은 석고가 슬래그시멘트의 효율적인 수화반응을 촉진시켜서 높은 강도 발현에 기여 한 것으로 생각된다. 이러한 실험 결과는 연약지반의 안정화 처리에 유용한 자료로 이용될 것으로 보인다.

• Current Research on Agriculture and Life Sciences
• /
• 제18권
• /
• pp.61-69
• /
• 2000

This study was conducted to investigate most effective the optimum lime content for lime-clay modification. To achieve the aim, characteristics of compaction and compressive strength were tested by adding of 0, 5, 10, 15 and 20% lime (Hydrated lime) of dry weight of the clay. Distilled water was added 10, 15, 20 and 25% of dry weight of lime-clay mixture. In this test, the compressive strength of the specimens was measured according to the following curing period : 7, 21, 28, 35 and 49 days. The results are as follows. (1) As lime additive increased, the optimum moisture content of lime-clay mixture was increased and the maximum dry density was decreased. (2) The soil mixture of 20% of the moisture content and 10% of lime additive was shown the maximum compressive strength. (3) As curing period longer, the compressive strength was increased but after 21 curing days, the increasing rate of compressive strength was low as compared with earlier its value. (4) In the range of 20% of the moisture content, compressive strength of mixture of 10% lime additive increased twice compared with that of mixture of 0% lime additive. (5) All of the lime-clay are possible to use for an sub-base material and 20% of moisture content of lime-clay mixture is possible to use for a base material.

• KIEAE Journal
• /
• 제9권2호
• /
• pp.65-71
• /
• 2009

Results from tests for what mixing rate of soil and sand is proper for the rammed earth and for how much additives are optimum are as under. 1) In the test to evaluate what mixing rate of soil and sand is desirable, peptizing property and surface sticking rate are found similar in its degree, but compression strength is found most stable when the ratio of soil and sand mixing shows 30:70 which indicates the best mixing rate of soil and sand. 2) In a test to add hydrated lime, compression strength, peptizing property, and surface sticking rate are found best when the mixing rate of soil and sand shows 23:7. 3) In a test to add sea weeds, the peptizing property goes down at 75% of sea weeds input a little bit more than at 100%, but compression strength shows best at 75% which is thought to be the best rate. 4) In a drop test, more soil powder mixed, the sticking strength gets better and more sands are contained, the sticking strength gets far worse to be scattered in powder type. 5) As concluding all results mentioned in the above item, the most desirable mixing rate of soil, sand, and hydrated lime is found to be 23:7:70 for the rammed earth where compression strength, peptizing property, and surface sticking rate are best.

• 환경위생공학
• /
• 제23권3호
• /
• pp.1-8
• /
• 2008

Currently, medical waste stoker incinerator is widely used in the emission control technology of health-care risk waste and miscellaneous contaminated waste. In the past, wet type control technology was used to remove the major harmful gaseous contaminants of medical waste such as HCl, $NO_x,\;SO_2$, CO, DUST, Dioxin. However, the treatment cost for wastewater was high and it has a disadvantage for frozen system during winter season. Therefore, in order to obtain effective treatment, the dry type control technology was developed and widely used to remove the gaseous contaminants. In this study, pre-coated bag filter using hydrated lime, ($Ca(OH)_2$), was applied to the dry type control system and the optimum dose of hydrated lime was investigated. The treatment results showed that the dust collection rate was approximately 26.7%. Moreover, the HCl removal rate using pre-coated bag filter ($50mg/sm^3\;Ca(OH)_2$) was 13.52%, which was significantly higher than 3.26% obtained from conventional bag filter.

• 공업화학
• /
• 제16권4호
• /
• pp.519-526
• /
• 2005

소다석회 조성의 폐 유리를 발포유리의 원료로 활용하기 위해 폐유리의 가수분해를 시도하였다. 소다석회유리 조성으로 만들어진 판유리 및 병 유리 등은 공히 가압 하에서 증기상의 물 또는 액체상의 물에 의해 효율적으로 가수분해가 진행되었다. 최적의 가수분해의 조건은 공히 $250^{\circ}C$, 2 h이었으며 이 조건하에 얻어진 수화유리의 함수율은 발포유리의 원료유리로서 발포화가 가능한 7.85~10.04%였다. 수식제인 Na성분은 액상의 물에 의한 가수 분해에 효율적이며 유시시료에 대한 중량비로서 0.04첨가 시 가장 높은 함수율을 지닌 수화유리가 얻어졌다.

• Geomechanics and Engineering
• /
• 제32권6호
• /
• pp.601-613
• /
• 2023

Low liquid limit silt, widely distributed in the middle and down reaches of Yellow River, has the disadvantages of poor grading, less clay content and poor colloidal activity. It is very easy to cause vehicle jumping at the bridge-embankment transition section when the low liquid limit silt used as the backfill at the abutment back. In this paper, a series of laboratory tests were carried out to study the physical and mechanical properties of the low liquid limit silt used as back filling. Ground granulated blast furnace slag (GGBFS) was excited by active MgO and hydrated lime to solidify silt as abutment backfill. The optimum ratio of firming agent and the compaction and mechanical properties of reinforced soil were revealed through compaction test and unconfined compressive strength (UCS) test. Scanning electron microscope (SEM) test was used to study the pore characteristics and hydration products of reinforced soil. 6% hydrated lime and alkali activated slag were used to solidify silt and fill the model of subgrade respectively. The pavement settlement regulation and soil internal stress-strain regulation of subgrade with different materials under uniformly distributed load were studied by model experiment. The effect of alkali activated slag curing agent on curing silt was verified. The research results can provide technical support for highway construction in silt area of the Yellow River alluvial plain.

• 산업기술연구
• /
• 제21권A호
• /
• pp.251-256
• /
• 2001

This research is focused on an improvement of additional value of high grade limestone. To obtain the basic data of precipitated calcium carbonate(PCC), studies of physical properties of limestone, calcination and hydration characteristics, the characteristics to manufacture quick lime, hydrated lime, ground calcium carbonate and precipitated calcium carbonate were performed. In the carbonation process, formation of rombohedral must be kept under $10^{\circ}C$ for reaction. Although the temperature of reaction of lime milk was limited under $30^{\circ}C$ for a colloidal PCC manufacture, over $50^{\circ}C$ for spindle type PCC. The recommended reaction conditions for colloidal PCC are $20^{\circ}C$ of reaction temperature, 4% of $Ca(OH)_2$ concentration, 1000rpm of stirring rate and 200ml/min of $CO_2$ gas flow rate.

• International Journal of Concrete Structures and Materials
• /
• 제10권1호
• /
• pp.15-28
• /
• 2016

With the aim to reduce the atmospheric $CO_2$, utilization of the carbonated lime produced from the aqueous carbonation reaction for the synthesis of a cementitious material would be a promising approach. The present investigation deals with the aqueous carbonation of slaked lime, followed by hydrothermal synthesis of a cementitious material utilizing the carbonated lime, silica fume, and hydrated alumina. In this study, the aqueous carbonation reaction was performed under four different conditions. The TGA, FESEM, and XRD analysis of the carbonated product obtained from the four different reaction conditions was performed to evaluate the efficacy of the reaction conditions used for the production of the carbonated lime. Additionally, the performance of the cementitious material was verified analyzing the physical characteristics, mechanical property and setting time. Based on the results, it is demonstrated that the material produced by the hydrothermal method possesses the cementing ability. Additionally, it is revealed that the mortar prepared using the alternative cementitious material yields $33.8{\pm}1.3MPa$ compressive strength. Finally, a plausible reaction scheme has been proposed to explain the overall performances of the aqueous carbonation as well as the hydrothermal synthesis of the cementitious material.