• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.888-895
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• 2009

Compaction is a process of increasing soil density using physical energy. It is intended to improve the strength and stiffness of soil. In embankment, degree of compaction affects the construction time, money, also method of soil improvement. In large scale embankment project, difficulties of embankment should change due to uncertainty of settlement. So it is very important to predict the final settlement and factor of safety induced by embankment. In many construction site, there are primarily design of high embankment using in-situ soil. Therefore numerical analyses are necessary for valid evaluation of the settlement prediction. But due to the construction cost and schedule, there were lacking in properties of soil and also limited number of in-situ test were performed. So we proposed the method that can easily estimate the proper soil parameters and suggest the proper method of numerical analysis. From this, two-dimensional finite-difference numerical analysis was conducted to investigate the settlement and factor of safety induced by embankment with various case of compaction rate and embankment height.

• International Journal of Railway
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• 제1권2호
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• pp.64-71
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• 2008

The quality of track-bed fills of railways has been controlled by field measurements of density $({\gamma}_d)$ and the results of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. A new quality control procedure, in parallel with the advent of the new design procedure, is being proposed. This procedure is based upon P-wave velocity involving consistently the evaluation of design parameters in design stage and the field measurements during construction. The Key concept of the procedure is that the target value for field compaction control is the P-wave velocity determined at OMC using modified compaction test, and direct-arrival method is used for the field measurements during construction. The procedure was verified at a test site and the p-wave velocity turned out to be an excellent control measure. The specifications for the control also include field compaction water content of OMC${\pm}$2% as well as the p-wave velocity.

• 한국농공학회지
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• 제15권4호
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• pp.3137-3146
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• 1973

This study was to investigate the effects of compaction, compressive strength and Atterberg limits in accordance with the temperatures changes. It was conducted on four soils-KJ, JJ, MH, SS-at temperatures of -1, 1, 3, 5, 7, 10, 15, 19, $22^{\circ}C$. These tests were obtained the maximum dry density and the optimum moisture content of four soils in accordance with temperature changes by using distilled water and $CaCl_2$ 10% solution, and were put to the compressive strength tests on remolded specimens of soils compacted at the optimum moisture content. The result of the study can be summarized as follows; The maximum dry density increased with an increase in temperature, and the use of $CaCl_2$ 10% solution had higher maximum dry density than distilled water. The optimum moisture content decreased with an increase in temperature, and the use of $CaCl_2$ 10% solution had lower optimum moisture content than distilled water. The maximum compressive strength was shown high peak from $7^{\circ}C\;to\;15^{\circ}C$, and the use of $CaCl_2$ 10% solution had higher maximum compressive strength than distilled water. The liquid limit and plasticity index decreased with an increased in temperature. It is estimated that the use of $CaCl_2$ 10% solution can lower the minimum compacted temperature from $2^{\circ}C\;to\;4^{\circ}C$ in low temperature.

• 한국분말재료학회지
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• 제29권3호
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• pp.247-251
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• 2022

This study demonstrates the effect of the compaction pressure on the microstructure and properties of pressureless-sintered W bodies. W powders are synthesized by ultrasonic spray pyrolysis and hydrogen reduction using ammonium metatungstate hydrate as a precursor. Microstructural investigation reveals that a spherical powder in the form of agglomerated nanosized W particles is successfully synthesized. The W powder synthesized by ultrasonic spray pyrolysis exhibits a relative density of approximately 94% regardless of the compaction pressure, whereas the commercial powder exhibits a relative density of 64% under the same sintering conditions. This change in the relative density of the sintered compact can be explained by the difference in the sizes of the raw powder and the densities of the compacted green body. The grain size increases as the compaction pressure increases, and the sintered compact uniaxially pressed to 50 MPa and then isostatically pressed to 300 MPa exhibits a size of 0.71 m. The Vickers hardness of the sintered W exhibits a high value of 4.7 GPa, mainly due to grain refinement.

• 한국농공학회지
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• 제13권4호
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• pp.2456-2470
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• 1971

수수자원(水水資源) 개발(開發)을 위(爲)한 Earth Dam이나 도로(道路)와 같은 흙을 주(主)로하는 많은 구조물축조(構造物築造)에 있어서 그 구조물성질(構造物性質)에 따라서 흙의 종류(種類)가 결정(決定)되며 때로는 흙의 성질(性質)에 따라서 구조물(構造物)의 설계(設計)가 달라진다. 특(特)히 저수(貯水)를 목적(目的)으로 하는 제당축조(堤塘築造)에서 중심점토재료(中心粘土材料)의 선정(選定)은 완전(完全)한 구조물(構造物)을 위(爲)해서 또 공사비(工事費) 절감(節減)을 위(爲)해서 대단(大端)히 중요(重要)한 문제(問題)라 하겠다. 이를 위해서 여러종류(種類)의 흙이 사용(使用)되고 있고 이들 흙의 제반(諸般) 역학적(力學的) 성질(性質)이 이미 실시(實施)된 많은 시험결과(試驗結果)로서 실제(實際) 설계(設計)에, 또 구조물(構造物) 안전도(安全度) 검토(檢討)에 응용(應用)되고 있으나 이들 결과(結果)는 그 흙의 최적함수비(最適含水比) 최대밀도(最大密度)에 대(對)한 것으로 실제(實際) 시공과정(施工過程)에서 볼 때 최과함수상태하(最過含水狀態下)에서 시공(施工)하기는 어려운 것으로 이런 경우(境遇)에 흙의 역학적성질(力學的性質)에 대(對)한 자료(資料)가 없어 설계(設計) 및 안전도(安全度) 검토(檢討)에 지장(支障)이 많은바 이를 위해서 본(本) 시험(試驗)을 실시(實施)하였다. 1. 시험(試驗)에 사용(使用)한 시료(試料)는 실제(實際) 저수지(貯水池) 축제재료(築提材料)로서 사용(使用)하고 있는 재료(材料)를 현장(現場)에서 채취(採取)하였다. 2. 본(本) 시험(試驗)은 농업진흥공사(農業振興公社) 농공시험소(農工試驗所)에서 실시(實施)하였다. 3. 본(本) 시험(試驗) 결과(結果)로서 다음과 같은 점(點)을 실제업무(實際業務)에 응용(應用)할 수 있다. 가. 현장함수비(現場含水比)를 알므로서 공사재료(工事材料)로서의 적부판단(適否判斷)을 내릴수 있다. 나. 함수비(含水比)가 변화시(變化時) 다짐율(率)과 투수계수(透水係數)를 알 수 있으므로 실제설계(實際設計) 및 시공관리(施工管理)에 적용(適用)할수 있다. 다. 시공(施工)된 구조물(構造物)의 다짐율(率)을 알므로서 이에 적합(適合)한 안정도검토(安定度檢討)를 할수 있다. 라. 도로(道路)와 같은 높은 지내력(支耐力)을 요(要)하는 구조물(構造物)을 위(爲)해서는 최적함수비(最適含水比) 내지 건조상태(乾燥狀態)가 좋고 저수지(貯水池)와 같은 지수(止水)를 요(要)하는 구조물(構造物)에서는 최적함수비(最適含水比) 내지 습윤상태(濕潤狀態)로 시공(施工)함이 좋다. 그러나 고소성(高塑性) 흙에서는 지내력(支耐力) 및 지수(止水)를 위해서 공(共)히 후자(後者)의 경우(境遇)가 좋다. 이상(以上)의 연구결과(硏究結果)가 완벽(完璧)하다고는 할수 없으나 본(本) 실험(實驗) 결과(結果)로서 함수비(含水比) 변화(變化)에 대(對)한 제반(諸般) 역학적(力學的) 성질(性質)의 변화상태(變化狀態)를 구(求)하기에 최선(最善)을 하였으므로 이 분야(分野)의 연구자(硏究者)나 설계자(設計者) 또는 시공자(施工者)와 같은 실무자(實務者)에게 다소(多少)의 도움이 된다면 큰영광(榮光)으로 생각 하겠다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1427-1439
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• 2008

The quality of track-bed fills of railways has been controlled by field measurements of density (${\gamma}_d$) and the results of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures is that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. A new quality control procedure, in parallel with the advent of the new design procedure, is being proposed. This procedure is based upon P-wave velocity involving consistently the evaluation of design parameters in design stage and the field measurements during construction. The key concept of the procedure is that the target value for field compaction control is the P-wave velocity determined at OMC using modified compaction test, and direct-arrival method is used for the field measurements during construction. The procedure was verified at a test site and the p-wave velocity turned out to be an excellent control measure. The specifications for the control also include field compaction water content of $OMC{\pm}2%$ as well as the p-wave velocity.

• 한국산학기술학회논문지
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• 제8권5호
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• pp.1152-1158
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• 2007

현재 미국, 유럽, 일본 등을 중심으로 기존의 다짐평가시험보다 빠르고 간편하게 다짐도를 평가할 수 있는 장비들이 개발되어 사용되고 있지만 국내에서는 아직 이러한 다짐평가장비의 사용이 보편화 되어 있지 않다. 이 연구에서는 모형지반에서 진동핸드로울러를 이용하여 다짐을 실시하고 기존 다짐평가 방법인 들밀도시험결과와 새로운 다짐평가장비인 지오게이지(geogauge), 간이지지력측정기(CASPFOL), 동평판재하시험기(LFWD), 동적콘관입시험기(DCP) 결과를 비교 분석하고 시험장비간 상관성 평가를 수행 하였다. 그 결과 상관계수는 $70{\sim}95%$로 대부분 높은 상관성을 보이는 것으로 나타났다.

• 한국분말야금학회:학술대회논문집
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• 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part 1
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• pp.393-394
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• 2006

Highly compressible Ni-Mo steels are attractive materials for PM due to high sinter density and ease of processing. Extra-fine Ni admixed PM steels have demonstrated improved mechanical properties and rolling contact fatigue resistance due to a more uniform microstructure and increased Ni diffusion during sintering. Sinter densities of single press single sinter XF Ni-Mo steels can approach $7.5\;g/cm^3$ at moderate compaction pressures. Leaner alloys based on extra-fine Ni powder are possible depending on the performance requirements of the PM steel part. Extra-fine Ni steels are particularly attractive for the growing market of high performance PM gears and sprockets.

• 한국재료학회지
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• 제31권12호
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• pp.677-681
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• 2021

The Mn-Zn ferrite powders were prepared by high energy ball milling, then compacted and sintered at various temperatures to assess their sintering behavior and magnetic properties. The initial ferrite powders were spherical in shape with the size of approximately 70 ㎛. After 3 h of ball milling at 300 rpm, aggregated powders ~230 nm in size and composed of ~15 nm nanoparticles were formed. The milled powders had a density of ~70 % when compacted at 490 MPa for 3 min. In the samples subsequently sintered at 1,273 K ~ 1,673 K for 3 h, the MnZnFe₂O₄ phase was detected. The density of the sintered samples had a tendency to increase with increasing sintering temperature up to 1,473 K, which produced the highest density of 98 %. On the other hand, the sample sintered at 1,373 K had the highest micro-hardness of approximately 610 Hv, which is due to much finer grains.

• 농업과학연구
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• 제3권2호
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• pp.207-213
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• 1976

최대습윤밀도(最大濕潤密度)로서 함수비시험(含水比試驗)을 하지 않고 직접최적합수비(直接最適合水比)와 최대건록밀도(最大乾綠密度)를 추정(推定)하는 관계식(關係式)을 구(求)하기 위(爲)하여 전국(全國)에서 최근(最近)에 공사(工事)를 실시(實施)하였거나 또는 공사중(工事中)에 있는 157개(個) 지구(地區)의 다짐시험(試驗) 결과(結果)를 분석(分析)하여 다음과 같은 결론(結論)을 얻었다. 최대건조밀도(最大乾燥密度)와 최적합수비(最適合水比)의 사이에는 ${\gamma}=0.9636$의 높은 상관성(相關性)을 나타냈고 ${\gamma}_{dmax.}={\frac{1}{0.4193+0.00937W_{opt.}}$의 관계식(關係式)을 얻었다. 최적합수비(最適合水比)에 대응(對應)하는 습윤밀도(濕潤密度)와 최적합수비(最適合水比)는 $W_{opt.}={\frac{1-0.4193{\gamma}_{tmax.}}{0.937_{\gamma}_{tmax.}-0.01}$의 관계식(關係式)을 얻었고 최대습윤밀도(最大濕潤密度)(${\gamma}_{tmax}$)로 추정(推定)한 최적합수비(最適合水比)는 실측치(實測値)와 큰 차이(差異)가 없었다. 최대습윤밀도(最大濕潤密度)로 추정(推定)한 함수비(含水比)에 의하여 최대건조밀도(最大乾燥密度)를 추정(推定)한 결과실측치(結果實測値)와의 오차(誤差)는 ${\pm}5%$내(內)에 속했다. 최대건조밀도(最大乾燥密度)와 공극비(空隙比)는 ${\gamma}=0.9706$의 높은 상관성(相關性)이 인정(認定)되고 ${\gamma}_{dmax.}={\frac{1}{0.3938+0.3426e}}$의 관계식(關係式)을 얻었다.