• 한국농공학회지
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• 제20권1호
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• pp.4575-4591
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• 1978

In order to investigate the effects of grain size distribution, cement content, and molding pressure on the strength and durability of soil-cement mixtures, a laboratory test of soil cement mixtures was performed at four levels of cement content, five levels of molding pressure, and four levels of normal curing periods. The results are summarized as follows: 1. Optimum moisture contents in loam soil and maximum dry density in sand soil increased with the increase of cement content, but in others, both optimum moisture contents and maximum dry density were changed ununiformly. 2. When the specimens were molded with molding pressure, 50kg/$\textrm{cm}^2$, strength of soil cement mixture with cement content, 2 and 4 per cent, was lower than the strength of soil cement mixture without cement content by more than 40 to 50 per cent. 3. The strength of soil-cement molded with molding pressure, 100kg/$\textrm{cm}^2$, was higher than the strength of soil-cement molded with M.D.D. obtained from standard compaction test more than 40 per cent in sand loam cement and 50 per cent in loamy cement. 4. There was highly significant positive correlation among molding pressure, cement content and unconfined compressive strentgh and so the following multiple regression equations were obtained. Loam: fc=1.9693C+0.197P-0.84 Sandy loam: fc=2.9065C+0.235P-0.77 5. When the specimens were molded with molding pressure, 20 to 100kg/$\textrm{cm}^2$, the regression equation between the 28-day and 7-day strenght was obtained as follows. Loam : q28=1.1050q7+7.59(r=0.9147) Sandy loam : q28=1.3905q7+3.17 (r=0.9801) 6. At the cement contents of above 50 per cent, the weight losses by freeeze-thaw test were negligible. At the cement content of below 8 per cent the weight losses were singnificantly high under low molding pressure and remarkably decreased with the increase of molding pressure up to 80kg/$\textrm{cm}^2$. 7. Resistance to damage from water and to absorption of water were not improved by molding pressure alone, but when the soil was mixtured with cement above 6 per cent, damage seldoms occurred and absorbed less than 5 per cent of water. 8. There was highly significant inverse-corelationship between the compressive strength of soil cement mixtures and their freeze-thaw loss as well as water absorption. By the regression equation methods, the relationships between them were expessed as followed fc=-7.3206Wa+115.6(r=0.9871) log fc=-0.0174L+1.59(r=0.7709) where fc=unconfined compressive stregth after 28-days curing. kg/$\textrm{cm}^2$ Wa=water absorption, % L : freeze-thaw loss rate, %

• 보존과학회지
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• 제26권1호
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• pp.43-60
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• 2010

이 연구에서는 송광사 사천왕상 소조토의 정량적이고 객관적인 제작기법을 규명하고, 원료 산지를 추정하여 보존처리시 동일한 재료로 복원할 수 있는 기초 자료를 확보하였다. 이 결과, 사천왕상의 제작에 사용된 소조토는 층위와 대상에 관계없이 성인적으로 거의 동일한 흙으로 확인되었다. 그러나 소조토가 상대적으로 두터운 부위에서는 초벌층과 마감층에서 입도와 유기물의 함량을 달리하였고, 두께가 얇은 부위는 층위의 구분 없이 한 종류의 흙만을 사용하였다. 또한 복원토는 사천왕상의 소조토와 성인적으로 아주 유사한 흙이 사용되었으며, 층위에 따라 정선도의 차이를 보였다. 원산지 해석 결과, 추정산지 일대 흙은 소조토와 동일기원으로 판명되어 보존처리용 재료로 적합할 것으로 판단된다. 이 결과는 소조사천왕상의 무기재료학적 연구 및 보존처리에 크게 기여를 할 것으로 사료된다.

• 보존과학회지
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• 제28권4호
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• pp.353-366
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• 2012

이 연구에서는 완주 송광사 소조사천왕상의 제작기법을 해석하였으며, 소조토의 산지를 추정하여 동일재료로 보존처리 및 복원할 수 있는 기초자료를 확보하였다. 사천왕상에 사용된 소조토는 층위별로 다양한 재질적 특성을 나타냈다. 원소조토로 추정되는 초벌층과 중벌층은 성인적으로 동일한 토양이 사용되었으며, 마감층은 약간의 차이를 보였으나 거의 유사한 토양으로 확인되었다. 그러나 보수층은 모든 분석결과에서 원소조토와 재질특성이 일치하지 않았다. 감마선 촬영 결과, 사천왕상의 제작은 심목과 부목을 강선과 'ㄷ'자 꺽쇠, 못, 새끼줄 등으로 연결하여 뼈대를 형성하고, 이 위에 소조토를 조성한 것으로 나타났다. 소조토의 산지해석 결과, 추정산지 일대 토양은 마감층에 사용된 토양과 동일기원으로 나타나 보존처리용 재료로 적합할 것으로 판단된다. 이 결과는 소조상의 제작기법 연구에 기여할 것으로 기대된다.

• 한국농공학회지
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• 제17권1호
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• pp.3685-3701
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• 1975

This study was conducted to investigate the strength of soil cements for varied molding water content and cement content(3,6,9,12%) in four cementstabilized soils(KY: sand, MH: sad, SS: sandy loam, JJ: loam). The eoperimental results obtainedfrom unconfined compressive strength tests are asfollows: 1. The optimum moisture content increased in accordance with the increase of the cement while maximum dry density didn't change uniformly. 2. The moisture content for maximum strength was higher than the optimum moisture content in the higher cement content. Moisture-density curves showed a dull peak in the higher cement contents, on the other hand, a sharp peak in the lower cement contents. 3. In molding the specimen with the approximate optimum moisture content, the maximum strength showed at the wet side of the optimum moisture content. 4. SS and JJ maybe used as cement-stabilized base of road to require 300PSI of compressive strength cured seven days, but MH and KY may be not adequate. 5. In soil cement, the better the grain size distribution was, the stronger the compressive strength was itn general. 6. The relation between 28-day strengh and 7-day strength in the cementstabilized four soils may be expressed as follows: q28=1.55q7+1.5 in which q28:28-day strength. q7:7-day strength.

• 한국환경복원기술학회지
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• 제12권6호
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• pp.76-85
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• 2009

This study was carried to select the proper vegetation base materials which improve soil quality in abandoned coal mine areas. Also, we aimed at the feasibility of the direct seeding method without soil molding for the ecological restoration in those areas. We set total eight plots within the study site established on an abandoned coal mine area near Taebaek city, Gangwon province in April 2006. The plots were classified as two groups(straw mats mulching and no mulching), and the four treatments (C; control, MI; microbial innoculation, WC; wood chip, OF; organic fertilizer) were applied in each two groups for the soil conditioning. The survival of Pinus densiflora was highest among other species(Betula platyphylla var. japonica, Amorpha fruticosa and Arundinella hirta). For the non straw mat, the survival rate of Pinus densiflora seedlings was highest in the WC treatment($1,756trees/m^2$). For the straw mat, survival rate of Pinus densiflora seedlings was also highest in the WC treatment ($1,622trees/m^2$). In addition, for the non straw mat, the height growth of Pinus densiflora seedling was highest in the OF treatment($12.4{\pm}3.9cm$). For the straw mat, the height growth of Pinus densiflora seedling was also highest in the OF treatment($18.7{\pm}5.3cm$). In general, organic fertilizer treatment with the straw mat was most effective for seedling growth. Also, we suggested that the direct seeding method without soil molding could be sufficiently possible for revegetating abandoned coal mine, Korea.

• 한국환경복원기술학회지
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• 제13권6호
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• pp.87-96
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• 2010

This study was conducted to select environmentally-friendly and low-cost mulching material that could replace soil molding which can be used to restore vegetation in an abandoned coal mine area. To this end, we established 20 experimental plots (4m ${\times}$ 10m in size) on the steep, south west-facing slope of the abandoned coal mine area in Hwangji-Dong, Taebaek City, Gangwon Province in April 2006. We planted two-year-old 1,600 seedlings (at intervals of 0.6m ${\times}$ 0.8m) of drought-resistant tree species including Betula schmidtii, Betula platyphylla var. japonica, Amorpha fruticosa, and Quercus mongolica in the plots. After planting seedlings, mulching was applied by using five different kinds of material such as HWAP (Teracotem), peat moss, straw mats, wood chips, and control (no-mulching) and the effects of different mulching material on the survival rate and growth performance were compared. Three years after planting, the survival rate was the highest in wood chip mulching, followed by straw-mat, peat moss, HWAP, and control. The survival rate was the highest in Quercus mongolica, followed by Betula schmidtii, Betula platyphylla var. japonica, and Amorpha fruticosa. Meanwhile the height growth was the best in Betula platyphylla var. japonica, followed by Betula schmidtii, Quercus mongolica, and Amorpha fruticosa. The height growth of seedlings was the best in HWAP mulching, followed by peat moss, woody chips, straw mat, and control. From an economic point of view, wood chips are considered to be the best mulching material. The results showed that mulching without soil molding and/or mixing applications would be effective for restoring vegetation in an abandoned coal mine areas.

• 한국농공학회논문집
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• 제49권4호
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• pp.63-70
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• 2007

The soil samples used in this study were prepared with the residual granite soils passed through the #4 sieve and obtained from Pocheon in Gyeonggi-Ki do. Specifically, five types of samples were prepared. Sample A which is a natural state soil was classified as SM according to the uses. Samples of B, C, D, and E were prepared by mixing Sample A with bentonite and were classified as SC according to the uses. The plasticity indexes of samples B, C, D, and E were 15, 25, 30, and 40, respectively. The specimens, whose dimensions are 100mm by 127.5mm, were prepared by A method of ASTM D 698 with the Proctor mold. In experiments, the loading with the 1%/min was applied. Four different disk diameters, 13mm, 26mm, 38mm, and 52mm were used in the Improved Unconfined Penetration (IUP) tests. To compare the tensile strengths, the split tensile tests were also conducted on the same specimens used for the IUP tests. To find out the effects of moisture contents, plasticity Index of specimens on the tensile strength, six different water contents were used for making a specimen.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.521-528
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• 2003

In this study, a newly modified soil nailing technology called as the NDB(New Down and Board) soil nailing system is introduced. To improve the trafficability, workability, and economical efficiency, SMC(Sheet Molding Compound) board is adopted instead of using the concrete block facing. The SMC board has a distinct advantage of showing a fine view by directly coating with any kind of environmental photos. Composite material properties of the SMC board and cement grout are distinguished features of the NDB soil nailing system. In the present study, both laboratory tests(bending and punching failure tests) and field pull-out tests are carried out to analyze the behavior characteristics of the NDB soil nailing system, including the stress and strain distribution.

• 한국환경생태학회지
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• 제20권4호
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• pp.436-447
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• 2006

임도를 비롯한 각종 훼손지 비탈면에서 종자뿜어붙이기 공법에 의한 녹화효과를 제고하기 위해서 참싸리, 낭아초, 새, 켄터키 블루그래스, 페러니얼 라이그래스를 재료로 하여 종자피복 및 복토 여부에 따른 종자발아 및 유묘의 생장특성을 조사하였다. 그 결과를 요약하면 다음과 같다. 1. 모든 시험식물에서 종자의 피복처 리는 무피복에 비해 복토파종과 겉뿌림에서 모두 종자의 발아율을 향상시 켰다. 종자피복에 의해 전체 평균 발아율은 복토파종과 겉뿌림에서 각각 11.2%와 21.4% 향상되었다. 또한 발아세는 식물종과 처리에 따라 $0.8{\sim}3.7$일 단축시켰고, LD50은 $0.8{\sim}2.6$일 단축시키는 효과가 있었다. 그러나 모든 시험식물에서 종자피복에 의해 발아개시 일은 1일 이 내에서 지연되었다. 2. 종자피복은 식물의 지상부와 뿌리의 생장을 촉진시키는 효과가 있었다. 즉 종자피복에 의해 전체 평균 지상부생장은 복토파종과 겉뿌림에서 각각 21.7%와 34.8%향상되었고, 전체 평균 뿌리 생장은 복토파종과 겉뿌림에서 각각 22.0%와 26.2% 향상되었다. 3. 피복종자를 복토파종한 것은 겉뿌림 에 비해 발아 개시 일을 평균 1.3일 지 연시 켰으나, 발아율을 평균 5%향상시켰고, 발아세와 LD50을 각각 1.0일과 1.4일 단축시켰다. 그러나 종자피복에 의한 종자발아와 유묘생장의 향상효과는 복토파종에서보다 겉뿌림에서 더 크게 나타났다. 4.종자 피복재료 중에서는Vermiculite+Talcum가 시험식물의 종자발아와 유묘생장에 있어서 가장 효과가 좋았다. Bentonite, Calcium Carbonate, Calcium Hydroxide을 이용한 종자피복도 무피복에 비해 좋은 효과를 나타내었다. 5. 5종의 시험식물 가운데서 종자피복을 통한 발아향상효과는 낭아초에서, 유묘생장 촉진효과는 참싸리에서 가장 크게 나타났다. 즉 크기가 작은 초본류의 종자보다는 크기가 큰 목본류의 종자에서 종자픽복의 효과가 크게 나타났다. 6. 따라서 종자뿜어붙이기 공법으로 파종한 후에 복토를 할 수 없는 훼손지 비탈면에서는 녹화용 식물의 종자를 Vermiculite+Talcum 등으로 피복하여 파종함으로써 안정적 인 조기녹화를 실현할 수 있을 것으로 판단된다.

• 한국농공학회지
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• 제22권3호
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• pp.60-74
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• 1980

Soil-cement mixtures involve problems in it's durability in grain size distribution and mineral composition of the used soils as well as in cement content, compaction energy, molding water content, and curing. As an attempt to solve the problems associated with durability of weathered granite soil with cement treated was investigated by conducting tests such as unconfined compression test, it's moisture, immers, wet-dry and freeze-thaw curing, mesurement of loss of weight with wet-dry and freeze-thaw by KS F criteria and CBR test with moisture curing on the five soil samples different in weathering and mineral composition. The experimental results are summarized as follows; The unconfined compressive strength was higher in moisture curing rather than in the immers and wet-dry, while it was lowest in freeze-thaw. Decreasing ratio of unconfined compressive strength in soil-cement mixtures were lowest in optimum moisture content or in the dry side rather than optimum moisture content with freeze-thaw. The highly significant ceofficient was obtained between the cement content and loss of weight with freeze-thaw and wet-dry. It was possible to obtain the durability of soil-cement mixtures, as the materials of base for roads, containing above 4 % of cement content, above 3Okg/cm$_2$ of unconfined compressive trength with seven days moisture curing or 12 cycle of freeze-thaw after it, above 100% of relative unconfined compressive strength, 80% of index of resistance, below 14% of loss of weight with 12 cycle of wet-dry and above 1. 80g/cm$_2$ of dry density.