• Geomechanics and Engineering
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• 제16권6호
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• pp.577-588
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• 2018

A major concern in deep excavation project in soft clay deposits is the potential for adjacent buildings to be damaged as a result of the associated excessive ground movements. In order to accurately determine the wall deflections using a numerical procedure such as the finite element method, it is critical to use the correct soil parameters such as the stiffness/strength properties. This can be carried out by performing an inverse analysis using the measured wall deflections. This paper firstly presents the results of extensive plane strain finite element analyses of braced diaphragm walls to examine the influence of various parameters such as the excavation geometry, soil properties and wall stiffness on the wall deflections. Based on these results, a multivariate adaptive regression splines (MARS) model was developed for inverse parameter identification of the soil relative stiffness ratio. A second MARS model was also developed for inverse parameter estimation of the wall system stiffness, to enable designers to determine the appropriate wall size during the preliminary design phase. Soil relative stiffness ratios and system stiffness values derived via these two different MARS models were found to compare favourably with a number of field and published records.

• Journal of Biosystems Engineering
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• 제27권1호
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• pp.39-44
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• 2002

In order to obtain the information of bio-environment control, the thermal characteristics of soil in the greenhouse heated by the heat pump and latent heat storage system were experimentally analyzed. The experimental systems were composed of the greenhouse with a heat pump and a latent heat storage system (system I), the greenhouse with a heat pump (system II), the greenhouse with a latent heat storage system (system III), and the greenhouse without auxiliary heating system (system IV). The thermal characteristics experimentally analyzed in each system were temperature of soil layers, soil heat storage and release, soil heat capacity and soil heat storage ratio. The results could be summarized as follows. 1. Time to reach the highest temperature at 20cm deep in soil layers of the crop routs in case of system I was shown to be delayed by 6 hours in comparison to the time of the highest temperature at the soil surface. 2. In the clear winter days, the stored heat capacity values fur the system I and the system II were shown to be 22.3% and 11.0% higher than the released heat capacity respectively, and the stored heat capacity values for the system III and the system IV were shown to be 6.2% and 29.6% lower than the released heat capacity respectively This confirms that the system I provided the best heat storage effect. j. The heat quantity values stored or released were shown to be highest at 5 cm depth of soil layers. And it was reduced with increasing of depth of soil layers until 20 cm and was not changed under the soil layer of 20 cm depth. 4. The heat absorption rates of soil, the ratio between supplied and stored heat energy, fur both the system I and system II were lower than 23%.

• 한국토양비료학회지
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• 제14권1호
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• pp.8-16
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• 1981

Ohm의 법측(法測)을 이용(利用)한 물 이동(移動) 방정식(方程式)의 해(解)를 수치해석법(數値解析法)으로 구(求)하여 대두(大豆)의 물 소모양상(消耗樣相)을 추정(推定)하여 실측자료(實測資料)와 비교(比較)하였다. 본(本) 모형(模型)은 고속전산기(高速電算器)를 사용(使用)하기 위(爲)하여 FOPTRAN으로 쓰여졌으며 모형(模型)의 검정(檢定)은 미(美) Iowa 주서부농업시험장(洲西部農業試驗場)에서 얻어진 자료(資料)를 사용(使用)하여 시도(試圖)되었다. 모형검정치(模型檢定値)와 실측치간(實測値間)에 잘 맞는 경향(傾向)이었으나 다소(多少)의 오차(誤差)가 시기적(時期的)으로 인정(認定)되었다. 계산(計算)된 토양증발량(土壤蒸發量)은 작물생육초기(作物生育初期)에는 약(約) 2mm/day이었으나 후기(後期)에는 0.4mm/day로 감소(減少)하였으며, 한발기(旱魃期)에 0.1mm/day까지 감소(減少)되었다. 증발량(蒸發量)은 최대(最大) 5mm/day이었다. 토심(土深) 180cm와 210cm 층위(層位)에서 이루어지는 지하배수량(地下排水量)은 약(約) 0.2mm/day이었고, 후기(後期)에는 역전되어 모관상승(毛管上昇)을 보였으며 이 양(量)은 약 0.07mm/day로 근계(根系)의 물 소모량(消耗量)을 충족(充足)시키지는 못하였다. 따라서 심토(深土)의 물 이용(利用)을 위(爲)해서는 근계(根系)의 확장(擴張)이 더 중요(重要)하다.

• 한국잡초학회지
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• 제16권2호
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• pp.88-99
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• 1996

본 연구(硏究)는 건답직파재배(乾畓直播我培)에서 최근 시도되고 있는 파격적(破格的)인 조기파종(早期播種)에 대한 실효성 여부와 건답직파답에서 최근 급증하고 있는 잡초성(雜草性)벼와 피의 출현특성(出現特性)을 파악하기 위하여 장려품종인 동진벼, 재래도(在來稻)인 다다조, 잡초성(雜草性)벼인 샤레벼, 그리고 피를 1994년 월동전(越冬前)과 월동후(越冬後) 파종적기(播種適期)보다 약 1개월 빠른 시기 및 정상적인 파종시기에 서울대학교(大學校) 부속실험농장내 사질식양토(砂質植壞土)포장과 양토(壞土)포장에서 실시하였으며 그 결과(結果)를 요약(要約)하면 다음과 같다. 1. 월동전(越冬前)에 파종한 동진벼와 다다조는 6cm 이상에서는 전혀 출아하지 못했으며, 토심 1cm에서도 5.3%만 출아하였다. 그러나 잡초성(雜草性)벼인 갈색까락샤레와 갈색쌀샤레는 17-63%가 출아하였으며, 사질식양토(砂質植壞土)포장보다는 양토(壞土)포장에서, 복토심(覆土深)은 얕을수록 출아율(出芽率)이 높았다. 2 이른봄인 4월 3일에 조기파종(早期播種)한 동진벼의 출아율(出牙率)은 5월 1일에 파종한 것보다 11~26% 낮았으나 갈색까락샤레와 갈색쌀샤레는 거의 같았다. 3. 월동전(越冬前)에 토심 1cm에 파종한 피는 사질식양토(砂質植壞土)포장에서 8.6~46,7%, 양토(壞土)포장에서 38.6~51.3%가 출아(出芽)하였으며, 월동후(越冬後) 4월 3일에 파종한 것과 5월 1일에 파종한 것과의 출아율(出芽率)은 거의 같았다. 피의 종류간에는 물피>돌피>강피의 순으로 출아율이 높았다. 4. 자연조건에서 최초출아개시일(最初出芽開始日)은 동진벼는 4월 30일, 피는 4월 22일이었으며, 동진벼는 $11.4^{\circ}C$ 피는 10.4$^{\circ}C$ 이상이 출아한계온도(出芽限界溫度)이었고, 출아개시일(出芽開始日)까지의 한계온도이상(限界溫度以上)이었던 기간의 평균온도는 동진벼 $13.4^{\circ}C$, 피$12.3^{\circ}C$였다. 5. 평균출아일수(平均出現日數)는 4월 3일에 파종한 경우 동진벼에 비하여 강피가 4.2일, 물피 8.2일, 돌피 8.9일 빨랐으나 5월 1일에 파종한 경우는 각각 1.7일, 3.5일, 3.1일 빨라 4월 3일에 파종한 경우 벼와 피의 출아속도(出芽速度)의 차이가 커졌다. 6 동진벼의 출아개시후(出芽開始後) 평균출현일(平均出現日)까지의 시간은 4월 3일에 파종한 경우 5.4일이었으나 5월 1일에 파종한 경우 3.2일에 비하여 길었는데 이는 파종을 빨리 할수록 출아개시후(出芽開始後) 입모(立毛)까지 소요시간(所要時間)이 길어져 전체생육(全體生育)이 불균일(不均一)해짐을 사사한다. 따라서 파종시기(播種時期)는 벼의 적정입모수(適正立毛數)와 균일한 생육(生育)을 확보하기 위한 것 뿐만 아니라 피의 발생시기를 고려하여 파의 발생(發生)을 최소화(最小化)하고 경합(競合)을 줄일 수 있도록 결정되어야 할 것으로 생각된다.

• 한국환경과학회지
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• 제31권3호
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• pp.247-254
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• 2022

This study investigated the effect of vegetation mat on plant growth and salt reduction in the soil treated with high concentration deicing salt. In order to measure soil chemical characteristics and plant growth, three native groundcover plants (Dendranthema zawadskii var. latilobum, Dendranthema boreale, and Kalimeris yomena) were grown in each of the three plastic containers (50.0 cm width × 35.0 cm length × 8.5 cm deep) with a high concentration treatment of calcium chloride deicing salt. There were two treatments: control, and BVM that combines B (blanket) and VM (vegetation mat). 1,600 g of soil was placed on the top of the drainage layer with 290 g of perlite, 100 seeds each of the three native plants with three repetitions were sowed, and 10 g/L of calcium chloride deicing salt was added in the treatment. As a result of the chemical properties of soil, soil in control treatment was acidic and soil electrical conductivity in BVM was the lowest. Also, exchangeable cations (K⁺, Ca²⁺, Na⁺, and Mg²⁺) in soil and all the three plants were significantly decreased in the BVM treatment. Meanwhile, the germination rate of Dendranthema zawadskii var. latilobum was the highest under high concentration deicing salt in compared to the two plants. Overall, three native groundcover plant growth was higher in the BVM than control treatment significantly. These results suggest that the treatment of blanket vegetation mat has a positive effect on soil and plant growth in soil damaged by deicing salt.

• Journal of Microbiology
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• 제42권4호
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• pp.278-284
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• 2004

Changes in the soil bacterial community of a coniferous forest were analyzed to assess microbial responses to wildfire. Soil samples were collected from three different depths in lightly and severely burned areas, as well as a nearby unburned control area. Direct bacterial counts ranged from $3.3­22.6\times10^8\;cells/(g{\cdot}soil).$ In surface soil, direct bacterial counts of unburned soil exhibited a great degree of fluctuation. Those in lightly burned soil changed less, but no significant variation was observed in the severely burned soil. The fluctuations of direct bacterial count were less in the middle and deep soil lay­ers. The structure of the bacterial community was analyzed via the fluorescent in situ hybridization method. The number of bacteria detected with the eubacteria-targeted probe out of the direct bacterial count varied from $30.3\;to\;84.7\%,$ and these ratios were generally higher in the burned soils than in the unburned control soils. In the surface unburned soil, the ratios of $\alpha,\;\beta\;and\;gamma-proteobacteria,$ Cytoph­aga-Flavobacterium group, and other eubacteria groups to total eubacteria were 9.9, 10.6, 15.5, 9.0, and $55.0\%,$ respectively, and these ratios were relatively stable. The ratios of $\alpha,\;\beta\;and\;gamma-proteobacteria,$ and Cytophaga-Flavobacterium group to total eubacteria increased immediately after the wildfire, and the other eubacterial proportions decreased in the surface and middle layer soils. By way of contrast, the composition of the 5 groups of eubacteria in the subsurface soil exhibited no significant fluctuations dur­ing the entire period. The total bacterial population and bacterial community structure disturbed by wildfire soon began to recover, and original levels seemed to be restored 3 months after the wildfire.

• 한국토양비료학회지
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• 제29권3호
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• pp.249-254
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• 1996

잠재성 산성황산여토양의 개량을 위해 표면배수실험, 배수실험, 토양간혼용, 매몰효과를 실험한 결과는 다음과 같다. 1. 잠재 산성황산염토양의 물관리방법에 있어 표면 배수효과는 없었으며, 배수효과는 1일 이상 배수처리구들 보다 1일 간격 배수 처리시 토양 pH가 다소 높게 유지되었으며 벼 생육상태도 양호하였다. 2. 산화된 잠재성 산성황산염토양을 개량하는데 있어 숙답토와의 동비율 혼합구 및 숙답토 30cm 복토구에서는 수도생육피해가 없어 물리적 개량법으로 이용할 수 있었다. 3. 잠재 산성황산염토양을 파낸 후 효과적인 처리방안으로는 숙답토로 30cm이상 복토한 구 및 숙답토 50%이상 혼합토양구에서 수도피해가 없었으므로 숙답에 성토하는 경우 30cm이상 복토처리가 요구된다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.333-335
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• 2003

Deep Ocean Water is formed within restricted area including polar sea (high latitude) by cooling of surface seawater and globally circulated in the state of insolation with surface seawater. Although not as obvious as estuaries mixing, Brine groundwater is mixture of recirculated seawater and groundwater. Seawater having high osmotic pressure infiltrate into unconfined aquifer where is connected to the sea. The ions dissolved in seawater are present in constant proportions to each other and to the total salt content of seawater. However deviation in ion proportions have been observed in some brine groundwater. Some causes of these exception to the Rule of constant proportions are due to many chemical reactions between periphery soil and groundwater. While Deep Ocean Water (DOW) have a large quantity of functional trace metals and biological affinity relative to brine groundwater, DOW have relatively small amount of harmful bacteria and artificial pollutants.

• 한국지반공학회논문집
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• 제15권5호
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• pp.111-124
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• 1999

중요구조물에 인접하여 지하굴착을 수행할 경우에 지반변형을 정확히 예측하여 피해를 최소화하는 것이 중요하다. 본 논문에서는 대규모의 지하수조에 인접하여 연약점성토 내에서 굴착이 수행될 때, 지반거동을 예측하기 위하여 지반조사와 실내토질실험과 함께 유한요소해석이 실시되었다. 이러한 예측과 현장계측을 통하여 흙막이벽체와 인접구조물의 거동 및 안정성이 검토되었다 지반변형에 대한 계측 및 예측결과의 비교에서 굴착공정 및 지하수위 강하를 해석시에 고려하는 것이 중요하다는 것을 보여주었다. 향후 더 좋은 예측을 위해서는 해석방법의 개선이 요구되었다.

• Ocean Systems Engineering
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• 제8권3호
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• pp.313-327
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• 2018

Meeting the touchdown point (TDP) target box is one of the challenges during catenary riser installation, especially for deep water or ultra-deep water riser systems. TDP location mismatch compared to the design can result in variation of riser configuration, additional hang-off misalignment, and extra bending loads going into the hang-off porch. A good understanding of the key installation parameters can help to minimize this mismatch, and ensure that the riser global response meets the design criteria. This paper focuses on investigating the potential factors that may affect the touchdown point location, and addressing the challenges both in the design stage and during installation campaign. Conventionally, the vessel offset and current are the most critical factors which may affect the TDP movement during installation. With the offshore exploration going deeper and deeper in the sea (up to 10,000ft), other sources such as the seabed slope and seabed soil stiffness are playing an important role as well. The impacts of potential sources are quantified through case studies for steel catenary riser (SCR) and lazy wave steel catenary riser (LWSCR) in deep water application. Investigations through both theoretical study and numerical validation are carried out. Furthermore, design recommendations are provided during execution phase for the TDP mismatch condition to ensure the integrity of the riser system.