• 농업과학연구
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• 제40권3호
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• pp.253-260
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• 2013

In this study, laboratory model test carried out to present the suitable range of particle size distribution and clogging behavior of recycled aggregates and crushed stone as horizontal drains in soft ground. The recycled aggregates and crushed stone showed clogging phenomenon because the top fill material and bottom clay inflow into the horizontal drains. The pp mat was the most effective method to minimize clogging phenomenon. The horizontal coefficient of permeability in case of installing the pp mat showed largely 2.1 times more than the case of not installing. When the pp mat is not installing, the thickness of fine grained soil inflow into the horizontal drains showed 6.7~13.3% range in top fill material and 3.3~6.7% range in bottom clay. Overall, the reduction of the discharge capacity by fine grained soil inflow showed small in recycled aggregates and crushed stone. Also, the appropriate criterion range of particle size distribution is presented to make use of a horizontal drains in soft ground on the basis of laboratory test.

• 한국농공학회지
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• 제39권3호
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• pp.128-137
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• 1997

In this study, examined influence of consolidation effect that had affected by location of pump inlet that was set collection well for drainage of pore water discharged by embankment on soft ground through the field test. The results of this study are summarized as follows; 1 Initial consolidation curve value were larger than theoritic value, the cause of these phenomena were thought influence of secondary consolidation and three dimensional strain of soft clay. 2. The settlement value of Hosino method was larger than that of Hyperbolic method, but settlement value of Hyperbolic method was accurate more than that of Hosino method in the prediction of settlement. 3. When pump inlet in collection well came down from GL+O.3m to GL-1.5m, settlement value increased about 10cm and when the ground water level was made insitu after pumping had completed , settlement was expanded about 7~8cm. So it is found that location change of pump inlet bad an influence on settlement remarkably. 4. If location of pump inlet in collection well for large scale estate or wide road site is lowered than original ground level, the settlement will be accelerated effectively, and at this stage automatic pump must be used in pumping.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.417-424
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• 2005

Observed field behaviors are frequently different from the behaviors predicted in the design state due to several uncertainties involved in soil properties, numerical modelling, and error of measuring system even though a sophisticated numerical analysis technique is applied to solve the consolidation behavior of drainage-installed soft deposits. In this study, genetic algorithms are applied to back-analyze the soil properties using the observed behavior of soft clay deposit composed of multi layers that shows complex consolidation characteristics. Utilizing the program, one might be able to appropriately predict the subsequent consolidation behavior from the measured data in an early stage of consolidation of multi layered soft deposits. Example analyses for drainage-installed multi-layered soft deposits are performed to examine the applicability of proposed back-analysis method.

• Geomechanics and Engineering
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• 제13권6호
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• pp.963-975
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• 2017

Improvement of soft clay deposit by preloading with vertical drains is one of the most popular techniques followed worldwide. These drains accelerate the rate of consolidation by shortening the drainage path. Although the analytical and numerical solutions available are mostly based on equal strain hypothesis, the adoption of free strain analysis is more realistic because of the flexible nature of the imposed surcharge loading, especially for the embankment loading used for transport infrastructure. In this paper, a numerical model has been developed based on free strain hypothesis for understanding the behaviour of soft ground improvement by vertical drain with preloading. The unit cell analogy is used and the effect of smear has been incorporated. The model has been validated by comparing with available field test results and thereafter, a hypothetical case study is done using the available field data for soft clay deposit existing in the eastern part of Australia and important conclusions are drawn therefrom.

• Journal of Advanced Marine Engineering and Technology
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• 제36권8호
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• pp.1136-1142
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• 2012

신재생에너지의 관심이 증가함에 따라 해상풍력발전시장이 확대되고 있다. 열악한 환경에서 해상풍력발전을 안전하게 설치하기 위해서는 jack-up rig를 이용한 작업이 이루어져야하며, 최근에는 기존 jack-up rig의 단점을 보완한 자체추진력을 가진 WTIV가 개발되었다. 이는 60 m이하의 연안에서 주로 작업이 이루어지며, 이러한 지역은 연약 점성토 및 사질토로 jack-up rig 작업 시 지반침하에 대한 안정성 검토가 선행되어야 한다. 본 연구에서는 압밀이론을 고려하여 jack-up rig 작업이 연약지반에 미치는 영향을 FLAC3D를 이용하여 수치해석적인 연구를 진행하였다. 침하정도를 분석하고, 안정적인 jack-up rig 작업을 위해 재하방법을 달리하였다. 본 연구에서 적용한 차등재하방법 중 mid-loading 방법은 clay층에 유리하며, pre-loading 방법은 sand층에 유리한 결과가 나타났다.

• Geomechanics and Engineering
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• 제15권4호
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• pp.957-964
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• 2018

In this study, a method of electrochemical consolidation is applied. This method utilizes electro-osmosis, which is an effective ground improvement technique for soft clays, and soil treatment using lime, which is the oldest traditional soil stabilizer. The mechanism of lime treatment for soil involves cation exchange, which leads to the flocculation and agglomeration. Five representative laboratory tests-an electro-osmotic test and four electrochemical tests with various proportions of lime-were performed on dredged marine clay. The objectives of this study are to investigate the effect of electrochemical treatment and to determine the optimum dose for optimal consolidation performance of dredged marine clay. The results show that a better consolidation effect was achieved in terms of current, temperature, and vane shear strength by using electrochemical treatment. The best results were observed for the electrochemical test using 4% lime content.

• 한국지반공학회지:지반
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• 제1권2호
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• pp.27-40
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• 1985

본고는 기약지반변형해석에 이용될 범용 program을 개발하고 이를 이용하여 성토부끝에 sheet pile을 타설하거나 혹은 성토부아래의 연약정토지반을 개취하였을 때의 변형억제효과를 연구한 것이다. 본고에 적용된 압밀리론으로서 Biot의 압밀방정식과 구성방정식으로서 탄소성리론에 근거한 modified Cam-clay 이론을 적용하였고 유한요소해석으로서는 Christian-Boehmer계를 도입하여 program화한 것이다. 그 주요한 결론은 다음과 같다. 1. 속변지반의 침하효과에 관해서는 sheet pile이나 심우혼합처새깊이를 자지층까지 관입하여 시공하고 그 자신의 침하가 없을 경우에만 유효하다. 2. 흔히 사용되는 sheet pile대책공법은 통상의 steel sheet pile의 각성으로서는 성토직후의 봉기, 측방변위의 억제효과는 기대할 수 없다. 3. Sheet pile에 대한 예상론인 사용방법은 성토하부에 세밀을 촉진하기 위해 vertical drain을 설치하고 점증재하 방법만이 확실한 효과가 있다. 4. 체층혼합처리공법은 예상한 바와 같이 그 자종가 강성이 클수록 침하억제핵과가 있다. 특히 grouting을 통한 지반강화가 곧장 주변지반의 변형억제효과가 있다고 단정하는 것은 그 강성 까 관련하여 신중히 고려하여 결정해야 한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.207-214
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• 2000

Sand Compaction Pile method is one of the widely used ground improvement techniques at loose sand or soft clay ground in Asian countries. However, due to environmental and economical problems concerning shortage of sand resources alternative materials are needed to substitute sand for SCP. This study is on the applicability of slag as an alternative material SCP. Consolidation and direct shear test are performed for the slag-clay composite specimens to find out the positive effects of consolidation rate and shear resistance of slag reinforced ground. The result shows that slag has similar effects with sand in consolidation and shear resistance behavior in composite ground, which says slag can be used as alternative material of sand for SCP.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1023-1030
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• 2005

This study is an experiment paper about the ground improvement material which using the waste residual(slag and paper fly ash) by fire. we are research to concern according to the soil to mix the ground improvement material at show strength effectiveness. Also, we can expect a long time strength increase effectiveness as reduce the dryness contraction. They are distinguished to the clay of the reclamation ground and silty sand soil. We examined around an uniaxial compress test and scanning electron microscopy. The uniaxial stress increases according to the increase of the mixed ratio of ground improvement material and the water contents have been reduced the strength value. A clay's improvement effectiveness is big but in the silty sand soil to express small effectiveness. A ground improvement material mixing of the quantity to write can not expect the effect of Ettringite.

• 한국지반공학회논문집
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• 제37권4호
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• pp.27-37
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• 2021

개별진공압밀공법을 적용한 연약점토 지반의 압밀거동을 분석하기 위하여 Plaxis 2D를 이용하여 유한요소해석을 수행하였다. 진공압을 묘사하기 위한 세부적인 방법을 unit-cell 해석 결과와 함께 제시하고, 실제 시공사례를 모델링하여 수치해석결과와 현장계측결과를 비교해봄으로써 개별진공압밀공법이 적용된 연약지반의 압밀거동을 예측하기 위한 Plaxis 2D의 사용 가능성 검토와 해석기법을 제시한다.