• 한국환경복원기술학회지
• /
• 제10권1호
• /
• pp.82-90
• /
• 2007

In order to analyse the strength problems for an unsaturated soil, it is required to examine closely the characteristics of the parameters of shear strength which was changed with the metric suction and void ratio. To this ends, a triaxial compression test was conducted on the three samples-granular soil, cohesive soil and silty soil. The specimen was made by pressing the static pressure on the mold filled soil and was controled the void ratio with the different compaction ratio. And the test was performed by using the modified apparatus of the triaxial compression tester. The range of matric suction was 0-90 kPa.The measured results for the deviator stress and parameters of shear strength were analysed with the void ratio and the compaction ratio, and they were examined closely the characteristics of the strength for an unsaturated soil.

• 한국농공학회논문집
• /
• 제47권4호
• /
• pp.35-41
• /
• 2005

In order to analyse the flow problems for an unsaturated soil, it is required to examine closely the characteristics of the coefficient of permeability which is changing with the matric suction. To this ends, a permeability test was conducted on the three samples;granular soil, cohesive soil and silty soil. The specimen was made by pressing the static pressure on the mold filled with soil and the void ratio was controled with the different compaction ratio. And the test was performed by using the modified apparatus of the steady state method which was proposed by flute (1972). The range of matric suction was 0-90 kPa. The measured results for the coefficients of permeability were analysed with the void ratio and the compaction ratio, and it was examined closely the characteristics of the permeability for an unsaturated soil.

• 한국환경과학회지
• /
• 제20권1호
• /
• pp.71-79
• /
• 2011

In this study, a series of soil concrete mixtures were tested for the compressive strength according to ratio of aggregate to binder, compaction energy, maximum aggregate size, ratio of silica fume to cement, and ratio of water to binder. The optimum mixing ratio of soil concrete mixtures composed of volcaniclastic, cement, silica fume, concrete polymer and water were analysed. The test results for optimum proportion were as follows ; (1)ratio of aggregate to binder was 4 : 1, (2)compaction energy level was level 2, (3)maximum aggregate size was 13 mm, (4)ratio of silica fume to cement was 10%, (5)ratio of water to binder was 25%. Also, dry type construction techniques were applied using the optimum soil concrete mixture. From the results of this study, the compressive strength of soil concrete and construction techniques were suitable for making eco-friendly soil pavement.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 가을 학술발표회 논문집
• /
• pp.95-100
• /
• 2000

When compared with conventional retaining wall system, there are many advantages to reinforced soil such as cost effectiveness, flexibility and so on. The use of reinforced soil have been increased in the last 17 years in Korea. In this study, a full-scale reinforced soil with rigid facing were constructed to investigate the behavior of reinforcing system. The results of soil pressure and strain of reinforcement during construction are described. The influence of compaction on soil pressure and strain of reinforcement is addressed. The results show that lateral earth pressures on the wall are active state during backfill. It is obtained that the lateral soil pressure depends on the installation condition of pressure cell and construction condition. It is also observed that maximum tensile strains of reinforcement are located on 50cm to 150cm from the wall. Long-term measurement will be followed to verify the design assumptions with respect to the distribution of lateral stress in the reinforcement

• 한국산업융합학회 논문집
• /
• 제7권4호
• /
• pp.341-348
• /
• 2004

This study experimented dividing compaction load by dynamic compaction test and an oil pressure hammer compaction test for consolidation strength characteristics experimental feedback about soil change aspect of waste landfill ground and revelation of compaction effect as underground research about consolidation behavior of waste landfill ground by compaction load, foot weight and percussion number of times were adapted differently each other with uniformity drop head when dynamic compaction test, and hammer scale and percussion number of times were adapted differently also when oil pressure hammer compaction test.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.722-729
• /
• 2010

In this study, we considered the development for degree of compaction for intelligent compaction. In practice, any direct or indirect method can be used as a intelligent compaction method. A series of field tests was conducted using an accelerometer. This is quick and simple indirect methods of measuring soil stiffness. Each result was compared with the results from a plate load test. A prototype device for intelligent compaction was developed, and we evaluated its performance.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회 2차
• /
• pp.113-121
• /
• 2010

Granular Compaction Pile are commonly used to improve bearing capacity and reduce settlements of soft soil in coastal and lowland areas. In this paper, through the field load test results of straight granular compaction piles and taper granular compaction piles, material properties of ground and GCP for numerical analysis were drawn and numerical model was established. In the numerical analysis of taper granular compaction piles with 3 different sections, a optimum dimension of taper granular compaction pile was considered at the side of settlement.

• 한국작물학회지
• /
• 제67권4호
• /
• pp.362-366
• /
• 2022

본 연구는 논 직파재배시 인삼 종자를 직파한 후 진압강도를 달리하여 진압을 처리한 후 인삼토양의 삼상 변화와 인삼의 생육 및 수량에 미치는 영향을 구명하기 위하여 수행하였고, 얻어진 결과를 요약하면 다음과 같다. 파종 후 이랑에 대해 진압강도를 달리하여 처리 한 후 연차별로 토양의 경도를 조사한 결과 1년차에는 진압강도가가 무거워질수록 표토의 경도가 증가하였으나, 2년차에는 30 kg 진압강도에서 경도가 증가하였다. 진압강도별 직파재배의 출아율은 1년생 인삼은 25 kg과 30 kg의 진압강도 처리에서 각각 79.4%와 79.1%로 유의적으로 높았으며, 대조구와 15 kg의 진압강도 처리는 74.5%와 75.3%를 보였다. 초장은 진압처리를 하지 않은 4년생 인삼은 35.7 cm로 가장 길었고, 25 kg과 30 kg 진압강도 처리시 각각 26.9 cm와 26.5 cm로 유의적으로 작았다. 또한 4년생 인삼뿌리의 생체중은 진압강도를 25 kg과 30 kg을 처리하였을 때 각각 31.3 g과 30.3 g으로 가장 높았고, 진압을 하지 않은 대조구가 25.6 g으로 가장 낮았다. 따라서 논에서 인삼을 직파하여 재배하고자 할 때 종자를 파종한 후 진압을 약 25~30 kg정도의 진압강도로 진압을 실시하는 것이 인삼 뿌리 수량에 효과적이라고 생각된다.

• 한국토양비료학회지
• /
• 제45권3호
• /
• pp.332-338
• /
• 2012

본 연구는 논토양 경반층의 강도가 콩의 뿌리신장에 미치는 영향을 구명코자 미사질식양토 (Silty clay loam), 미사질양토 (Silt loam), 양토 (Loam) 등 3가지 토성을 대상으로 경반층 강도에 따른 콩 뿌리 및 작물 생육반응을 분석하여 논 콩 재배지 논토양의 생산성 향상을 위한 합리적인 토양경반층 관리 방법을 제시코자 수행한 결과 다음과 같은 결론을 얻었다. 토양 경도경도 변화에 따른 콩의 생육은 토양경도가 증가 할수록 경장, 경직경, 주당협수, 100립중, 콩 수량은 감소되는 것으로 나타났으며 토양경도 변화와 밀접한 부의 선형관계를 보였다. 토성에 따른 토양 경반층 강도별 콩 뿌리의 신장 깊이는 세립질인 미사질식양토에 비해 조립질 토양일수록 깊게 신장하였으며 미사질식양토의 경우 1.00 MPa에서 35 cm 까지 신장하는 반면 2.00 MPa에서는 25 cm로 경반층의 강도가 높아질수록 낮아지는 경향을 보였다. 토양 깊이별 뿌리분포는 미사질식양토의 경우 1.00 MPa에서 57%인 반면, 2.00 MPa로 토양경도 값이 높아지며 따라 각각 60%로 대부분의 뿌리가 표토에 분포하였다. 토양 경반층이 형성된 논토양 (평택통)을 대상으로 인위적으로 토양경도를 1.00, 1.25. 1.50, 1.75, 2.00 MPa의 경반층로 조성한 후 콩의 생육반응을 조사한 결과 토양경도 높아질수록 경장, 경직경, 주장협수는 낮아지는 경향을 보였으며, 콩 수량은 2.00 MPa 처리구가 2,236 kg $ha^{-1}$인 반면 1.00 MPa처리구에서 3,056 kg $ha^{-1}$으로 약 25% 증수되는 것으로 나타났다. 토양의 경반층의 투수력은 1.0 MPa에서 9.56 cm인 반면 1.5 MPa 이상에서 급격하게 감소되는 경향을 보였으며, 토양경도가 높아질수록 용적밀도, 고상은 증가하고, 공극률, 함수율, 액상, 기상 등은 반대로 낮아지는 경향을 보였다. 따라서 논 콩 재배지 토양의 토성별 토양경도에 대한 콩 뿌리신장 최소제한 저항값은 토양 깊이별 뿌리의 분포밀도를 기준으로 미사질식양토 1.14 MPa, 미사질양토은 1.3MPa, 양토 1.6 MPa로 나타났다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1998년도 가을 학술발표회 논문집
• /
• pp.329-336
• /
• 1998