• 산업기술연구
• /
• 제30권B호
• /
• pp.99-108
• /
• 2010

This study was intended to estimate the soil runoff at the basin of Mandaechun where the measure needs to be taken to deal with the increasing muddy water resulting from soil runoff during wet season and torrential rain at the high reaches of the Soyang lake where highland vegetables are cultivated and soil replacement for improvement is carried out every two to three years. The study was carried out in such a way of identifying the topographic factors using geographical spatial data from Water Management Information System (WAMIS) and ARC-VIEW program and estimating the soil runoff by rainfall frequency using Revised Universal Soil Loss Equation (RUSLE), and furthermore, evaluating the soil runoff contribution at the basin of Mandaechun based on estimate of the soil runoff by section.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2011년도 학술발표회
• /
• pp.188-193
• /
• 2011

This study was intended to estimate the soil runoff at the basin of Mandaechun where the measure needs to be taken to deal with the increasing muddy water resulting from soil runoff during wet season and torrential rain at the high reaches of the Soyang lake where highland vegetables are cultivated and soil replacement for improvement is carried out every two to three years. The study was carried out in such a way of identifying the topographic factors using geographical spatial data from Water Management Information System (WAMIS) and ARC-VIEW program and estimating the soil runoff by rainfall frequency using Revised Universal Soil Loss Equation (RUSLE), and furthermore, evaluating the soil runoff contribution at the basin of Mandaechun based on estimate of the soil runoff by section.

• Geomechanics and Engineering
• /
• 제22권3호
• /
• pp.227-236
• /
• 2020

Expansive soils are renowned for their swelling-shrinkage property and these volumetric changes resultantly cause huge damage to civil infrastructures. Likewise, subgrades consisting of expansive soils instigate serviceability failures in pavements across various regions of Pakistan and worldwide. This study presents the use of polypropylene fibers to improve the engineering properties of a local swelling soil. The moisture-density relationship, unconfined compressive strength (UCS) and elastic modulus (E₅₀), California bearing ratio (CBR) and one-dimensional consolidation behavior of the soil treated with 0, 0.2, 0.4, 0.6 and 0.8% fibers have been investigated in this study. It is found that the maximum dry density of reinforced soil slightly decreased by 2.8% due to replacement of heavier soil particles by light-weight fibers and the optimum moisture content remained almost unaffected due to non-absorbent nature of the fibers. A significant improvement has been observed in UCS (an increase of 279%), E₅₀ (an increase of 113.6%) and CBR value (an increase of 94.4% under unsoaked and an increase of 55.6% under soaked conditions) of the soil reinforced with 0.4% fibers, thereby providing a better quality subgrade for the construction of pavements on such soils. Free swell and swell pressure of the soil also significantly reduced (94.4% and 87.9%, respectively) with the addition of 0.8% fibers and eventually converting the medium swelling soil to a low swelling class. Similarly, the compression and rebound indices also reduced by 69.9% and 88%, respectively with fiber inclusion of 0.8%. From the experimental evaluations, it emerges that polypropylene fiber has great potential as a low cost and sustainable stabilizing material for widespread swelling soils.

• 한국토양비료학회지
• /
• 제5권2호
• /
• pp.53-57
• /
• 1972

우리나라 야산(野山)에 널리 발달(發達)된 척박(瘠薄)한 적황색(赤黃色) 토양(土壤)의 인산비옥도(燐酸肥沃度)를 증진(增進)시키는데 미치는 용성인비(熔成燐肥)의 효과를 밝히고저 일개(一個)의 야산(野山) 토양(土壤)을 비옥(肥沃)한 숙전토양(熟田土壤)과 比較(비교) 시험(試驗)(분재배시험(盆栽培試驗))하였으며 그 결과(結果)는 다음과 같다. 1. 파종(播種)에 앞서서 시비(施肥)하는 표준량(標準量)의 인산외(燐酸外)에 다량(多量)의 용성인비(熔成燐肥)를 토양전체(土壤全體)에 혼합(混合)하는 일은 산성(酸性)의 척박(瘠薄)한 토양(土壤)을 비옥(肥沃)하게 (유효인산면에서)하여 배추의 수량(收量)을 크게 증가(增加)시켰으며 척박(瘠薄)한 야산토양(野山土壤)의 숙전화(熟田化)도 빨리 되게 할것으로 생각된다. 그러나 용성인비(熔成燐肥)의 이런 효과는 장기간(長期間)에 걸친 포장시험(圃場試驗)을 통(通)하여 경제적(經濟的)으로도 검토(檢討)되어 할것으로 여겨진다. 2. 시험후(試驗後) 토양(土壤)의 묽은 산(酸)에 녹는 인산량(燐酸量)과 배추의 생육양간(生育量間)에는 비교적(比較的) 밀접(密接)한 상관관계(相關關係)가 있다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 가을 학술발표회 논문집
• /
• pp.404-410
• /
• 2002

Dynamic compaction is an efficient ground improvement technique for loose soils and waste landfill. The improvement is obtained by controlled high energy tamping and its effects vary with the soil properties and energy input. This study demonstrated the application of dynamic compaction method for the improvement of waste landfill in construction site. Various tests and measurements such as standard penetration test, bore hole loading test, crater settlement, ground settlement, pore water pressure were peformed during dynamic compaction field test. From the field test results, the efficiency of dynamic compaction method for the improvement of waste landfill was proved.

• Geomechanics and Engineering
• /
• 제21권5호
• /
• pp.413-422
• /
• 2020

The choice of eco-friendly materials for ground improvement is a necessary way forward for sustainable development. Adapting naturally available biopolymers will render the process of soil stabilization carbon neutral. An attempt has been made to use β-glucan, a natural biopolymer for the stabilization of lean clay as a sustainable alternative with specific emphasis on comprehending the effect of confining stresses on lean clay through triaxial compression tests. A sequence of laboratory experiments was performed to examine the various physical and mechanical characteristics of β-glucan treated soil (BGTS). Micro-analysis through micrographs were used to understand the strengthening mechanism. Results of the study show that the deviatoric stress of 2% BGTS is 12 times higher than untreated soil (UTS). The micrographs from Scanning Electron Microscopy (SEM) and the results of the Nitrogen-based Brunauer Emmett Teller (N₂-BET) analysis confirm the formation of new cementitious fibres and hydrogels within the soil matrix that tends to weld soil particles and reduce the pore spaces leading to an increase in strength. Hydraulic conductivity (HC) and compressibility reduced significantly with the biopolymer content and curing period. Results emphases that β-glucan is an efficient and sustainable alternative to the traditional stabilizers like cement, lime or bitumen.

• Geomechanics and Engineering
• /
• 제12권5호
• /
• pp.815-830
• /
• 2017

Due to numerous environmental concerns in recent years, the search for and the development of sustainable technologies have been pursued. In particular, environmentally friendly methods of soil improvement, such as the potential use of biopolymers, have been researched. Previous studies on the use of biopolymers in soil improvement have shown that they can provide substantial strengthening efficiencies. However, in order to fully understand the applicability of biopolymer treated soils, various properties of these soils such as their dynamic properties must be considered. In this study, the dynamic properties of gel-type biopolymer treated soils were observed through the use of resonant column tests. Gellan gum and Xanthan gums were the target gel-type biopolymers used in this study, and the target soil for this study was jumunjin sand, the standard sand of Korea. Through this study it was demonstrated that biopolymers can be used to enhance the dynamic properties of the soil, and that they offer possibilities of reuse to reduce earthquake related soil failures.

• 한국지반공학회논문집
• /
• 제31권2호
• /
• pp.65-73
• /
• 2015

제방을 보호하기 위하여 법면에 설치되는 호안공사는 국내외 설계기준에 의하여 하상과 호안법면에서의 최대 소류력을 산정하여 제방 사면에 평균적인 개념으로 적용하고 있다. 최근에는 기후변화로 인한 극우강우가 많아지고 호안의 안정성을 위한 평가기법이 제시되지 않기 때문에 호안사면의 수리학적 안정성과 지반공학적 파괴거동의 적절한 평가가 필요하다. 본 연구에서는 하천사면을 보강 시, 최대소류력에 견딜 수 있는 강도를 기존재료인 원지반과 지반개량재를 비교하였다. 지반개량재의 다양한 역학적 실험을 통하여 원지반토와 지반개량재의 함유량에 따른 최적의 혼합비율과 적절한 강도의 양생일을 예측할 수 있었다. 세굴률 시험결과를 바탕으로 원지반토와 지반개량재 혼합토의 허용소류력을 비교 분석한 결과, 호안 제방의 비탈면을 보강하기에 충분한 강도증진과 그에 따른 안정성을 확인할 수 있어 하천호안의 세굴과 침식 방지효과가 있으리라 판단되었다.

• 한국토양비료학회지
• /
• 제48권1호
• /
• pp.22-29
• /
• 2015

The objectives of this study were to monitor the changes in soil solution nutrients and to evaluate their effect on rice uptake and yield. The changes of chemical characteristics of paddy soil solution were examined from the 58th fertilization experiment in which the continuous rice cropping experiment started in 1954 at the National Academy of Agricultural Science. The treatments were no fertilization (No fert.), inorganic fertilization (NPK), inorganic fertilizer plus rice straw compost (NPKC) and inorganic fertilizer plus silicate and lime fertilizer as a soil amendment (NPKCLS). The fertilizers were added at rates of standard fertilizer application rate in which nitrogen (N), phosphate ($P_2O_5$), potassium ($K_2O$), and sililcate ($SiO_2$) were applied at rates of $75{\sim}150kg\;ha^{-1}$, $70{\sim}86kg\;ha^{-1}$, $75{\sim}86kg\;ha^{-1}$, and $7.5Mg\;ha^{-1}$ respectively and lime was applied to neutralize soil acidity until 6.5. Average Electrical Conductivity (EC) of soil solution in NPKCLS and NPKC ranged from 1.16 to $2.00dS\;m^{-1}$. The $NH{_4}^+$ and $K^+$ levels in NPKCLS and NPKC were higher than that of the other treatments, due to high supply power of rice straw compost. The content of $H_3SiO{_4}^-$ was higher in NPKCLS because of silicate application. The dominant ions in soil solution were $Ca^{2+}$, $Mg^{2+}$ and $Na^+$ among cations and $HCO{_3}^-$, $SO{_4}^{2-}$, and $Cl^-$ among anions in all treatments. The continuous application of inorganic fertilizers plus rice straw compost (NPKC) and silicate fertilizer (NPKCLS) led to the changes of various chemical composition in soil solutions. Also, they had a significant impact on the improvement of rice inorganic uptake and grain yield. Especially, inorganic uptake by rice in NPKC and NPKCLS significantly increased than those in NPK plot; 14~46% for T-N, 32~36% for P, 43~57% for K, and 45~77% for Si. Therefore, the combined application of inorganic fertilizers with organic compost as a soil amendment is considered as the best fertilization practice in the continuous rice cropping for the improvement of crop productivity and soil fertility.

• 한국자원식물학회지
• /
• 제24권5호
• /
• pp.636-641
• /
• 2011

본 연구는 4종의 녹비 작물, hairy vetch, Italian ryegrass, crimson clover, orchard grass 등을 도입하여 연작장해를 일으키는 토마토 시설재배지의 토양개량에 미치는 효과를 구명하였다. 각각의 녹비 작물을 시용한 후, 후 작물로서 토마토를 정식하여 토양의 물리화학성 및 토마토 건물 중 등을 조사하여 녹비작물 재배의 효과 조사하였다. 그 결과 녹비작물 시용에 따라 토양 경도가 감소되었다. Orchard grass와 Italian ryegrass는 토양습도를 증가시키는 요인으로 토양 메트릭스에서 더 많이 무효화 시킬 수 있었다. 녹비작물 시용 2개월 후, Italian ryegrass와 orchard grass 처리구에서 토양 건조 밀도가 감소를 보였으나, 대조구와 녹비구간 통계적 유의성이 인정되지 않았다. 녹비작물로서 Italian ryegrass와 hairy vetch의 시용이 토마토 생육에 영향을 주어 건물중의 증가 및 양호한 생육을 보였다. 또한 orchard grass는 상대적으로 적은 바이오메스인데도 불구하고, 토양 개량에 효과적이었다.