• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.922-929
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• 2004

In some port construction, a case of reclamation with dredged soil for land use can be found. Even though this is not a new technology, there are some problems on the test method and analysis. The design parameters are still remained to be solved to get accurate prediction. Sedimentation of particle and self-weight consolidation are the most important design parameters in reclamation by dredged soils. The design parameters are influenced by properties of the physical and sedimentation of dredged soils. This influencing factors can be determined depend on the history of long term sedimentation and particle characteristics. Thus, properties of the sedimentation and consolidation are varies depend on the regional geologic formation. In this paper, three different sites with different regional soil properties will be compared in design parameters of sedimentation and self-weight consolidation.

• 농촌계획
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• 제4권1호
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• pp.86-97
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• 1998

It is neceesary to evaluate the location suitability of protected cultivation facilities to guide reasonable protected cultivation. The evaluation system could help plan new protected cultivation facilities in rural areas. In this study, an assessment was made for the facilities located in three different selected regions: suburban, plain, and mountainous. The assessment was performed based on spatial characteristics of protected cultivation facilities such as land category, size of protected cultivation facilities, land shape, stoniness, land consolidation level, soil drainage, land slope, topography, effective soil depth, zoning or not of agricultural development area, irrigation and drainage condition, distance from roads, and so forth. The results showed that there were significant differences in locational characteristics among the three regions.

• 한국토양비료학회지
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• 제29권2호
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• pp.81-85
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• 1996

1. 밭 토양의 개별특성(個別特性)인 지형조건(地形條件)과 경사도(傾斜度), 유효토심(有效土深) 및 밭 토양의 집단특성(集團特性)인 규모(規模)(면적), 분포토양의 복합도(複合度)(soil complexity), 작도단위(作圖單位)(군(群))의 분산도(分散度)(mapping unit separation), 사업 예정지역의 장폭비(長幅比)(W/L ratio) 등을 연역적(演繹的)으로 계수화(係數化)하여, 적성등급(適性等級)의 일종으로 볼 수 있는 밭 토양 경지정리(耕地整理) 대상지역(對象地域) 선정기준(選定基準)을 제안하였다. 2. 본 기준을 표본지역(標本地域)인 화강암지대(花崗岩地帶) 전작지역(田作地域)과 퇴적암지대(堆積岩地帶) 답작지역(畓作地域)의 밭 토양에 적용하여 본 결과, 지역특성을 객관적으로 차등화(差等化)하므로서 상호비교가 용이하였다. 3. 밭 토양 경지정리(耕地整理) "매우 적합지(適合地)"는 하성평원지(河成平垣地) 전작지(田作地)이거나 밭 토양이 집단적으로 분포된 저구릉지(低丘陵地)로서 분포토양이 단순하고 작도단위당(作圖單位當) 면적도 넓은 지역이었다. 한편, "부적지(不適地)"는 좁고 긴 곡간(谷間)으로서 곡저부(谷底部)(valley bottom)가 논으로 되어있어 작도단위(作圖單位)가 분산(分散)된 지역이었다.

• 토지주택연구
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• 제1권1호
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• pp.59-65
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• 2010

The paper presents a comparison between a semi-implicit time integration linear finite element implementation and fully-implicit nonlinear Newton-Raphson finite element implementation of a triphasic small strain mixture formulation of an elastic partially saturated porous medium. The pore air phase pressure pa is assumed atmospheric, i.e., $p_a$ = 0, although the formulation and implementation are general to handle increase in pore air pressure as a result of loading, if needed. The solid skeleton phase is assumed linear isotropic elastic and partially saturated 'consolidation' in the presence of surface infiltration and traction is simulated. The verification of the implementation against an analytical solution for partially saturated pore water flow (no deformation) and comparison between the two implementations is presented and the important of the porosity-dependent nature of the partially saturated permeability is assessed on comparison with a commercial code for the partially saturated flow with deformation. As a result, the response of partially saturated permeability subjected to the porosity influences on the saturation of a soil, and the different behaviors of the partially saturated soil between staggered and monolithic coupled programs is worth of attention because the negative pore water pressure in the partially saturated soil depends on the difference.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1993년도 Proceedings of International Conference for Agricultural Machinery and Process Engineering
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• pp.129-138
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• 1993

The shortage of agricultural labour due to industrial growth has greatly induced the mechanization in Korean agriculture. However small and scattered land holdings have been the main constraints in the process of mechanization. This paper describes the interrelationships of farm land structure, machinery selection and machinery operation areas. The sandy silt loam irrigated paddy land having single crop a year was selected as a target areas for this study. Machine operation cost is greatly influenced by operation period, plot geometry and operation area. On the improved geometry plots, optimal machine size increases slowly with increase in operation area. Operable area increases due to increased effective machine capacity on better geometry plot. The difference between the effects of operation period and plot geometry is that in the former case, the cost reduction is caused by delay in increase of machine size, whereas in the latter case timeliness cost is reduced by increase ffective capacity. The effect of farmland consolidation is greater on small plots than that on big plots. Increasing wage rates have induced the adoption of more labor saving machinery. Bigger labor saving machines require enlargement of operation area and larger plots through improvement in farm land structure. Machine cost on poor plot geometry increases more rapidly than that on the good plot geometry and as operation area increases machine cost reduces significantly. It is concluded that the development of agricultural mechanization ion Korea will depend on the improvement in farm land structure and enlargement of operation area.

• 한국농공학회지
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• 제25권4호
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• pp.50-60
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• 1983

305 samples of alluvial deposit in inland and harbour districts were selected and consolidation charateristics of the alluvium were put in order statiscally. The correlations between them were as follows. 1. The relationships between LL(liguid limit) and Cc (compression index) were explained as Cc=0. 03(LL-21. 7) in case of inland district soil and as Cc=0. 019(LL-19) in case of harbour district soil. As compared with formular proposed by Skernpton, the gradient of this linear line was slight steep. 2. The relationships between PI(plastic index) and Cc were explained as Cc=0. 063 PI-0. 52 in case of inland district soil and Cc=0. 043 PI-0. 31 in case of harbour district soil. 3. As void ratio and natural moisture content were increased, Cc was increased, and as wet density was increased, Cc was decreased with a gentle curve. 4. As LL and P1 increased, mv(coefficient of volume compressibility) was increased but if LL and P1 was increased beyond a certain extend, mv has a tendency of constant value, that is, mv show a tendency to take constant value in the very soft clay. and mv in P=2. 5kg/cm$^2$ was about l${\times}$ l0-$^1$cm$^2$/kg in case of land district soil and 6x 10-$^1$crn$^2$/kg in case of harbour district soil lower than that in P=0. 25kg/crn2. 5. Cv(coefficient of consolidation) was a tendency to decrease with a gentle curve as LL was increased, and Cv in P=0. 25kg/crn2 was about 3x l0-$^1$crn$^2$/min larger than that in P=2. 5kg/crn$^2$. 6. Relationships between Py(pre-consolidation pressure) which is included over consolidation soil and ∑r1h(effective over-burden pressure) were explained as Py=l. 12 ∑r'h in case of land district soil and as Py=l. l5∑r'h in case of harbour district soil. 7. Some of the properties show good correlations between them, practical and effective applications of these correlations are expected in the planning and excution of soil investigation and also in the evaluation of the results.

• 한국지반환경공학회 논문집
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• 제13권10호
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• pp.5-13
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• 2012

본 연구에서는 계측자료를 토대로 장기침하량을 예측하는 방법 중 쌍곡선법(Hyperbolic Method), 호시노법(Hoshino Method), 아사오카법(Asaoka Method)을 이용하여 경남지역 3개 연약지반 현장의 계측 침하량을 분석하여 압밀도를 평가하였으며, 대상지역을 압밀 초기, 압밀 후기로 구분하여 각 구분에 따라 압밀도를 분석하여 계측기간에 따른 침하량 예측방법의 적용성을 연구 하였다. 그 결과는 압밀 초기에서는 쌍곡선법 > 아사오카법 > 호시노법 순으로 적용성이 높은 것으로 분석되었고, 압밀 후기에 서 아사오카법 > 쌍곡선법 > 호시노법 순으로 적용성이 높은 것으로 분석되었다.

• Spatial Information Research
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• 제9권2호
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• pp.341-352
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• 2001

이 연구는 지리정보시스템(GIS)로 구한 토지생산성지수(FPI)와 노동생산성지수(LPI)를 적용하여 농지의 잠재생산성지수(PPI)를 산정할 수 있는 모형을 개발하였고, 최근 경지정리사업이 완료된 지구에 적용하여 개발된 모형의 적용성을 검토하였다. 토지 생산성지수(FPI)는 분석대상지역의 토양 특성 Poly Grid를 중첩하여 결정하였으며, 노동생산성 지수(LPI)는 직접생산비중 GIS Network 분석으로 구한 통작거리와 논지분포에 따른 노력비 추가분을 전체 직접생산비에 대하 비율로 환산하였다. 마수지구와 원천지구의 개별 농지에 대한 전체생산성지수(PPI)는 각각 0.967∼0.712, 0.986∼0.780으로 비교적 큰 변이를 나타낼 수 있어 농지 평가에 대한 객관적인 자료로 적용할 수 있을 것이다. 농지의 잠재생산성지수를 경지정리 사업의 환지사업, 농민상호간에 농지교환 및 합병사업에 적용함으로써 농지의 규모화 및 집단화을 유도하고 농지생산성을 극대화할 수 있을 것이다.

• 한국토양비료학회지
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• 제22권1호
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• pp.6-11
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• 1989

우리 나라 농경지토양(農耕地土壤) 작도단위(作圖單位)의 기하학적(幾何學的) 특성(特性)을 조사(調査)하여 농경지(農耕地) 기반조성사업(基盤造成事業)에 필요(必要)한 기초자료(基礎資料)를 얻고자 우리 나라 정밀토양도(精密土壤圖)(축척((縮尺) 1 : 25,000)의 지형별(地形別) 대표토양(代表土壤) 70개(個) 토양통(土壤統)(565개작도단위(個作圖單位))을 중심(中心)으로 Picture Analysis System을 이용(利用)해 작도단위(作圖單位) 특성별(特性別) 크기와 복잡성정도(復雜性程度)를 조사(調査)한 결과(結果)는 다음과 같았다. 1. 조사(調査)한 작도단위(作圖單位)의 평균(平均)크기는 약(約) 22.0ha, 경계선(境界線)길이 2,267m, 장축장(長軸長) 911m 단축장(短軸長) 76m, 도형도(圖形度) 0.104, 예각수(銳角數) 3.5개(個) 이었고, 작도단위(作圖單位)의 복잡성정도(復雜性程度)를 표시(表示)하는 수단(手段)으로서 "단순성지수(單純性指數)" (Simplicity index of mapping unit)를 제시(提示)하였다. 2. 지형별(地形別) 작도단위(作圖單位)의 크기는 하성평탄지(河成平坦地)에 분포(分布)된 것이 43.7ha로 가장 크고 그 다음은 하해혼성평탄지(河海混成平坦地) 40.4ha, 홍적대지(洪積臺地) 22.3ha, 구릉지(丘陵地) 13.8ha, 선상지(扇狀地) 12.5ha, 산록경사지(山麓傾斜地) 9.0ha 등(等)의 순(順)이었고, 곡간지(谷間地)에 분포(分布)된 것이 8.7ha로 가장 작았으며 단순성지수(單純性指數)는 하성평탄지(河成平坦地)에 분포(分布)된 것이 0.44로서 가장 높았고, 하해혼성(河海混成) 평탄지(平坦地) 0.30, 대지(臺地) 및 선상지(扇狀地) 0.24, 구릉지(丘陵地) 0.20, 곡간지(谷間地) 0.15 그리고 산록경사지(山麓傾斜地) 0.13의 순(順)으로 낮아져 지형(地形)이 복잡(復雜)해짐을 나타낼 수 있었다. 3. 토성(土性) 및 경사도(傾斜度) 또는 배수등급별(排水等級別) 작도단위(作圖單位)의 크기는 평탄지(平坦地)에 분포(分布)된 배수약간불량(排水若干不良)한 미사질토(微砂質土)가 46.1~34.1ha로 크면서 단순성지수(單純性指數)도 0.36~0.27 로서 큰 반면, 경사도(傾斜度)가 높아지거나 상대적(相對的)으로 배수양호(排水良好)할수록 그리고 식양질토(埴壤質土) 및 사양질토(砂壤質土)가 면적(面積)도 작고 단순성지수(單純性指數)도 낮아지는 경향(傾向)이었다. 4. 최근(最近) 경지정리(耕地整理) 실시지구(實施地區)에서 농구(農區)의 크기와 단순성지수(單純性指數)와의 관계(關係)는 정상관(正相關)($r=0.8057^{**}$)이 있었고 차후(次後) 경지정리등(耕地整理等) 농경지(農耕地) 기반(基盤) 조성시(造成時)는 협업화영농관리(協業化營農管理) 및 공동기계화(共同機械化) 작업(作業) 등(等)을 위하여 작도단위(作圖單位)의 형태적(形態的) 특성(特性)을 기초(基礎)로 설계(設計)하고 농구(農區)의 경계(境界)를 가능(可能)한 작도단위(作圖單位)의 경계선(境界線)과 일치(一致)하도록 고려(考慮)할 필요성(必要性)이 있었다.

• 농촌계획
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• 제2권1호
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• pp.57-68
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• 1996

Village Renewal(Dorferneuerung) Policy Program in Germany, directly originated from Rural Beutification Movement between mid 18C and mid 19C, has several characteristics as follows. First, we can find out the planned approach in land use and settlement reorganization of Pillage Renewal Program. There are three ways to designate the planning area of the village rearrangement project in countryside. One is to designate the detailed B-plan district by urban plan for the village over some size defined legally. Another is to have a living space of settlement be contained in land allotment project area. In this case, residential areas of several villages related to agricultural land consolidation should be simultaneously designated as the project area. The last is only for the built environment focused on the living space. Second, the emphasis in German village encouragement program can be made on the integral approach through which sets of policy programs of the land allotment, the living environment improvement, the physical landscape management and the cultural resources conservation are intensively implemented together. Third, the bottom-up and community participation approach can be greatly stressed on the planning and implementation process, Community participation, subsidy application to local government by residents themselves, community consensus on architectural style and outdoor spatial form, etc. have been recognized as an effective strategy to accomplish the task of village activity promotion.