• 한국산림과학회지
• /
• 제90권6호
• /
• pp.788-791
• /
• 2001

본 연구는 기존의 토양 코어 시료 채취기 (double-cylinder hammer-driven soil core sampler)를 개량하여 원하는 토양 깊이에서 자연상태의 토양 코어 시료를 쉽고 편리하게 채취하여 운반, 보관할 수 있는 새로운 도구를 제시하기 위하여 수행되었다. 본 연구에서 제시된 도구와 이전에 일반적으로 사용되던 채취기와의 차이점은 1) 해머가 본체로부터 분리되고, 2) 내부 실린더가 2개로 분할되며, 3) 플라스틱 시료 보관통을 사용하도록 한 것 등이다. 본 도구는 적습한 산림토양을 대상으로 이용하는 것이 효과적이며, 해머 사용 전에 토양 시료의 압축을 줄이기 위하여 시료 채취기를 가능한 손으로 깊게 토양에 삽입한 후 해머 작업을 실시하는 것이 바람직할 것으로 생각된다. 본 도구는 채취된 토양 층위와 부피가 원래 토양과 같은 상태로 유지되는 깊이 40cm, 직경 5cm의 코어 시료 채취에 적합한 것으로 판단된다.

• 대한원격탐사학회:학술대회논문집
• /
• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
• /
• pp.195-197
• /
• 2003

Soil moisture is a crucial variable in research works of hydrology, meteorology and plant sciences. Adequate soil moisture is essential for plant growth; excesses and deficits of soil moisture must be considered in agricultural practices. There are already several remote sensing methods used for monitoring soil moisture, such as thermal inertia, vegetation water-supplying index, crop water stress index and multi-factor regression. In this paper, an improved method has been discussed which is based on the thermal inertia. We analyzed the problems of monitoring soil moisture using satellites at first, and then put forward an simplified method which directly uses land surface temperature differences to measure soil moisture. Also we have taken the influence of vegetation into account, and import NDVI into the model. The method was used in the study of soil moisture in Heilongjiang Province, China, and we draw the conclusion by the experiments that the model can evidently increase the precision of monitoring soil moisture.

• 한국토양비료학회지
• /
• 제41권6호
• /
• pp.419-424
• /
• 2008

고랭지 경사밭에서 개량머루의 도입 적응성을 검토하기 위하여 대단위 개량머루 재배지의 실태를 조사하였고 토양보전 효과를 평가하기 위하여 개량머루 재배방법별 배추재배지 토양과 비교 검토하였다. 개량머루 주산지는 대부분 해발 230~540 m에 분포하고 있었으며, 강수량은 1,200~1,700mm이었다. 최저기온은 $-19.6{\sim}-25.4^{\circ}C$이었다. 토성은 사양토~식양토가 대부분으로 토양의 유기물 및 질소함량은 일반 밭토양에 비하여 높은 편이었다. 개량머루의 적응성은 해발 600 m 이상에서도 월동이 가능하여 고랭지채소 대체작물로 도입이 가능할 것으로 판단된다. 개량머루 재배방법에 따른 토양유실량은 연간 ha당 청경재배 25.MT, 부분초생 4.1MT, 초생피복 1.8MT으로 고랭지 채소재배지의 평균 토양유실량 $30{\sim}80MT\;ha^{-1}\;year^{-1}$에 비하여 훨씬 적었으며, 부분초생 및 초생피복을 동반한 개량머류의 재배법은 고랭지에서 토양유실량 및 양분유출량 경감효과가 매우 커서 개량머루는 고랭지 농가소득 향상 및 경사밭의 환경오염 부하량을 경감시킬 수 있는 하나의 방법이 될 수 있는 것으로 판단된다.

• Structural Engineering and Mechanics
• /
• 제10권4호
• /
• pp.299-312
• /
• 2000

The response of an embedded body to dynamic loads is greatly influenced by the reactions of the soil to the motion of the body. The properties of the soil surrounding embedded bodies (e.g., piles) may be different than those of the far-field for a variety of reasons. It may be weakened or strengthened according to the method of installation of piles, or altered due to applying one of the soil strengthening technique (e.g., electrokinetic treatment of soil, El Naggar et al. 1998). In all these cases, the shear strength of the soils and its shear modulus vary gradually in the radial direction, resulting in a radially inhomogeneous soil layer. This paper describes an analysis to compute vertical and torsional dynamic soil reactions of a radially inhomogeneous soil layer with a circular hole. These soil reactions could then be used to model the soil resistance in the analysis of the pile vibration under dynamic loads. The soil layer is considered to have a piecewise, radial variation for the complex shear modulus. The model is developed for soil layers improved using the electrokinetic technique but can be used for other situations where the soil properties vary gradually in the radial direction (strengthened or weakened). The soil reactions (impedance functions) are evaluated over a wide range of parameters and compared with those obtained from other solutions. A parametric study was performed to examine the effect of different soil improvement parameters on vertical and torsional impedance functions of the soil. The effect of the increase in the shear modulus and the width of the improved zone is investigated.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2003년도 추계학술대회 논문집(II)
• /
• pp.170-175
• /
• 2003

The ASCE formula of pipeline' soil interaction force is the basis of semi-analytical relationship for buried pipelines subjected to longitudinal permanent ground deformation due to seismic induced liquefaction. However, since the ASCE formula has been developed based on the stiffness of non-liquefied region, it is needed to modify for the varied stiffness of liquefied region. With this object, the consideration of decreasing effect of soil stiffness in liquefied region is made: i.e. the spatial distributions of pipeline. soil interaction force in liquefied region. It means that the improved formula can reflect various patterns of permanent ground deformation more realistically. Through the comparative analyses using both the improved and ASCE formula, the applicability of the improved, the limitation of the existing formula and semi-analytical relationship are discussed.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2002년도 추계 학술발표회 논문집
• /
• pp.114-122
• /
• 2002

The ASCE formula of lifeline.soil interaction force is the basis of semi-analytical relationship for buried pipelines subjected to longitudinal permanent ground deformation due to seismic induced liquefaction. However, since the ASCE formula has been developed based on the stiffness of non-liquefied region, it is needed to modify for the varied stiffness of liquefied region. With this object, the consideration of decreasing effect of soil stiffness in liquefied region is made: i.e. the spatial distributions of pipeline-soil interaction force in liquefied region. It means that the improved formula can reflect various patterns of permanent ground deformation more realistically. Through the comparative analyses using both the improved and ASCE formula, the applicability of the improved and the limitation of the ASCE formula and semi-analytical relationship are discussed. Also, relative influences of various parameters are evaluated for the clarification of behavior of pipeline subjected to longitudinal permanent ground deformation due to liquefaction.

• 한국지반환경공학회 논문집
• /
• 제15권1호
• /
• pp.25-34
• /
• 2014

본 연구의 목적은 개량체 구조형상변화에 따른 복합지반에서의 역학 및 침하특성을 분석하는 것에 있다. 본 연구의 실험은 원형토조에 강도 및 치환율별로 격자형 개량체를 만들어 복합지반을 조성한 후 응력을 재하하는 방식으로 총 9 케이스를 수행하였다. 또한 심도별 응력분포 및 응력분담비 등을 분석하기 위해 유한요소해석을 실내 모형실험과 동일조건으로 모델링하여 해석하였다. 연구결과, 격자형 개량체로 구성된 복합지반은 원형 개량체에 비해 저치환율을 제외한 중간 및 고치환율에서 응력분담비가 증가하며 그 결과, 침하량은 감소하는 경향을 보였다. 본 연구는 구조형상 변화에 따른 형상효과비 및 침하저감계수 제시를 통해 부족한 복합지반의 개량체 구조형상에 대한 연구 참고자료 및 향후 추가 연구에 도움이 될 것으로 판단된다.

• 한국조경학회지
• /
• 제35권5호
• /
• pp.46-55
• /
• 2007

This study was carried out to analyze both the root structure and the fine root phytomass of the vertical and horizontal distribution of Zelkova serrata Makino. which was transplanted in the reclaimed land from the sea in Gwangyang, Jeonnam, South Korea. The base ground was reclaimed land from the sea. $Z_1$ of the planting ground was filled to a $100{\sim}150cm$ thickness with the improved soil instead of the reclaimed soil from the sea, $Z_2$ of the planting ground was covered to a $20{\sim}30cm$ thickness with the improved soil and $Z_3$ of the planting ground was mounded to 120cm thickness with the improved soil on the reclaimed land from the sea. In addition, $Z_4,\;Z_5\;and\;Z_6$ of the planting grounds were at the large-sized mound on the reclaimed land from the sea. $Z_4$ of the planting ground was located at the lowest level, $Z_5$ planting ground was located at the slope and $Z_6$ planting ground was located at the top of the large-sized mound. The large-sized mounds contain 3 layers, the base layer was reclaimed land from the sea and the second layer was mounded to a $200{\sim}300cm$ thickness with the desalinized soil from the sea on the base layers and the finally layers were mounded to a $80{\sim}120cm$ thickness with improved soil on the second layer. The planting grounds $Z_3,\;Z_4,\;Z_5\;and\;Z_6$ developed roots such as tap roots, lateral roots and heart roots. However, in $Z_1\;and\;Z_2$ roots development were inhibited. The fine-root phytomass of the 6 planting ground types was as follows: $113.5g\;DM/m^2$ for $Z_5$, $105.5g\;DM/m^2$ for $Z_4$, $88.3g\;DM/m^2$ for $Z_3$, $81.0g\;DM/m^2$ for $Z_6$, $73.0g\;DM/m^2$ for $Z_2$, $43.3g\;DM/m^2$ for $Z_1$. The vertical distribution of the fine root phytomass decreased from the upper to the deeper soil profiles in the 6 mound types. The fine root phytomass was $43.3{\sim}71.8%$ in a $0{\sim}20cm$ thickness of soil layer and it decreased according to the distance from the nearest trees. The root growth in the improved soil was better than in the reclaimed soil from the sea. However, root growth decreased more in the disturbed soils even though the planting grounds contained the improved soils. The retarded development of roots and the spatial distribution patterns of the fine root phytomass were closely connected to the reclaimed soil from the sea. In the disturbed soil, the soil hardness and alkalic cation($Na^+,\;K^+,\;Ca^{2+},\;Mg^{2+}$). were high and the soil water was lacking. We suggest that the construction of planting grounds and the improvement of bad soil are necessary for the proper and effective growth of landscaping plants.

• 한국지반신소재학회논문집
• /
• 제21권2호
• /
• pp.31-38
• /
• 2022

최근 기상이변으로 불규칙성의 집중호우가 자주 발생하여 산사태 피해가 늘어나고 있다. 우리나라의 경우 전체 토지의 70% 이상이 산지로 이루어져 있는 만큼, 집중강우 시 산사태를 예방할 수 있는 적절한 방안이 필요한 실정이다. 사면 표층부에 개량토를 적용할 경우 강우 침투로 인한 지하수위 상승을 억제하고 사면의 안정성을 확보할 수 있다. 본 연구에서는 풍화토사면에 개량토를 적용하여 지하수위 상승량을 확인하고 안정성을 확보할 수 있는 개량토 적절한 심도를 연구하였다. 해석단면의 경사는 풍화토지반에 대한 표준경사 대하여 총 3가지의 경우를 확인하였다(1:1.5, 1:1.8, 1:2.0). 강우 조건은 국가 수자원 관리 종합정보시스템에서 제공한 지역 빈도 확률강우량을 참고하여 500년 빈도 강수량 최대지속시간 48시간으로 가정하여 단계별 지하수위 상승량을 확인하였다. 연구결과, 자연사면의 경우 강우지속시간 48시간 이전에는 비탈면이 완전 포화되어 붕괴의 가능성이 있었다. 반면, 1:1.5 경사의 사면에서는 강우지속시간과 무관하게 지표면으로부터 1m 이상의 심도가 적절하며, 1:1.8 사면에서는 36시간 이상 지속 시에 1m의 심도가 적절한 것으로 평가되었다. 또한, 1:2.0 사면의 경우 48시간 이상 지속시에 0.5m 이상의 개량토를 적용하여야 안전성이 확보되는 것으로 나타났다.

• 한국초지조사료학회지
• /
• 제18권1호
• /
• pp.55-60
• /
• 1998

This study was conducted to investigate the effects of the pasture types and the leveling methods of winding slope land for seedbed on the runoff, soil loss, botanical composition, dry matter yield of forage and economical value at the Experimental Field of Grassland and Forage Crops Division, National Livestock Research Institute, Suweon, from 1994 to 1995. The results obtained are summarized as follows: 1. Runoff of the improved land was higher than that of the unimproved land in the top grass and bottom grass. 2. Soil loss of the improved land was higher than that of the unimproved land in the top and bottom grasses in the first year. However, it was slightly higher in the unimproved land, and all of it were greatly decreased in the second year. 3. The percentage of grasses coverage was increased with the improved land in the first year, and it was not different between the improved land and unimproved land in the second year. Also, it was slightly increased in the bottom grasses. 4. Dry matter yield of grasses was increased with improved land at the top and bottom grasses. DM yield of grasses was increased in the top grasses in the first year and bottom grasses in the second year, respectively. 5. The establishment cost of grasses was decreased with wages decrement, and the management cost was saved about 1,116,000 won per ha with improved land. The results demonstrated that although soil loss was increased by leveling methods of improved land irrespective of pasture types in the first year, it was decreased with time little by little. Also, improved land was very good for grasses coverage, dry matter(DM) yield and economical value.