• 한국해양공학회지
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• 제22권4호
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• pp.51-58
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• 2008

The objective of this study was to investigate the mechanical characteristics of fiber-reinforced lightweight soil using waste fishing net or monofilament for recycling both dredged soils and bottom ash. Reinforced lightweight soil consists of dredged soil, cement, air foam, and bottom ash. Waste fishing net or monoiament was added the mixture in order to increase the shear strength of the lightweight soil. Test specimens were fabricated with various mixing conditions, including waste fishing net content and monofilament content. Several series of unconfined compression tests and direct shear tests were carried out. From the experimental results, it was found that the unconfined compressive strength, as well as the stress-strain behavior of reinforced lightweight soil was strongly influenced by mixing conditions. In this study, the maximum increase in shear strength was obtained with either a 0.5% content of monofilament or 0.25% waste fishing net. The unconfined compressive strength of reinforced lightweight soil with monofilament was greater than that of reinforced lightweight soil with waste fishing net.

• 한국지반신소재학회논문집
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• 제9권1호
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• pp.1-11
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• 2010

본 연구에서는 대상지역에 대한 지질조건에 따른 토질특성을 조사하였다. 대상지역의 지질은 인곡응회암, 유치역암, 다도응회암 등으로 구분되며, 유치역암은 대상지역의 약 80%를 점유하고 있다. 대상지역에 주로 분포하고 있는 역암, 응회암 및 세일구간에 대하여 비교란 및 교란시료를 채취하고 각종 실내토질시험을 실시하였다. 역암지역의 경우 건조단위중량이 크고 투수계수가 작으며, 응회암 및 셰일 지역의 경우 건조단위중량이 작고 투수계수가 큼을 알 수 있다. 흙의 유효입경과 세립토함유량은 흙의 투수계수에 많은 영향을 미치고 있음을 알 수 있다. 즉, 흙의 유효입경이 증가함에 따라 흙의 투수계수는 증가하고, 흙의 세립토 함유량이 증가함에 따라 투수계수는 감소하게 된다.

• 한국도로학회:학술대회논문집
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• 한국도로학회 2003년도 학술발표회 논문집
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• pp.287-290
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• 2003

• 한국지반공학회논문집
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• 제24권1호
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• pp.101-110
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• 2008

본 연구에서는 준설토 재활용을 위한 단섬유 보강 Bottom ash 혼합경량토의 역학적 특성을 고찰하였다. Bottom ash 혼합경량토는 경량토로서 자체 전단강도증가를 위하여 단섬유를 혼합하였다. 공시체는 단섬유의 함유량, 길이, 직경을 각각 변화시컥 다양한 배합비로 제작하였으며 역학적 거동 특성을 조사하기 위하여 일축압축시험과 직접전단시험이 수행되어졌다. 실험결과 응력-변형 관계는 단섬유의 함유량, 길이, 직경과 같은 배합조건에 크게 의존하는 것으로 나타났고, 단섬유 혼합에 의해 압축강도 및 전단강도가 일반적으로 증가되었음을 알 수 있었다. 단섬유 함유율 0.5%와 길이 4cm에서 최대압축강도가 나타났으며 이러한 결과는 직접전단시험에서도 비슷하게 나타났다. 직경에 따른 압축강도는 단섬유 직경 0.5mm보다 0.25mm에서 더 큰 보강효과가 나타났다.

• 한국지반신소재학회논문집
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• 제22권3호
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• pp.37-46
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• 2023

본 연구에서는 실내시험을 통하여 통일분류법(USCS)상 세립질 모래인 실트질 모래(SM)의 세립분 함유율(Fc)에 따른 물리적 특성, 응력 변형 및 강도 특성, 압밀 및 투수 특성을 분석하였다. 또한 실내시험 결과를 바탕으로 세립분 함유율별 SM으로 이루어진 지반에 대한 압밀해석을 실행하고 실제 문제가 발생한 연약지반 개량 현장의 계측자료와 비교 분석하여 연약지반 설계 시 압밀대상층에 대한 SM지반의 적용성 평가를 수행하였다. 실내시험 및 압밀해석 결과 SM은 사질토에서 점성토로의 역학적 특성 변환이 세립분 함유율이 35%이상일 때 이루어졌으며, 현장 계측자료를 이용하여 고찰한 결과 Fc 35% 이상일 경우 SM은 즉시침하보다 압밀침하 경향이 높았으며, 이는 기존의 연약지반 설계기준에서 제시한 SM의 특성과 상이한 결과로 판단된다. 따라서 Fc 35% 이상의 SM에서의 역학적 특성은 점성토와 유사한 것으로 사료되며 이는 기존의 사질토에 대한 즉시침하 경향의 압축특성과는 상이하므로 추후 지속적인 연구를 통한 SM의 역학적 특성 제시가 필요하다. 본 연구 결과 연약지반 판정 시 SM의 압밀침하 발생을 고려해야 할 필요가 있는 것으로 판단되며 추후 연약지반 판정 기준 개정에 도움이 될 수 있도록 실트질 모래의 세립분 함유율에 따른 공학적 특성에 대한 기초자료를 제공하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.127-132
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• 2002

While the pavement design is based on mechanical property such dynamic elastic modulus, the quality of highway subgrade during construction is controled by the optimum moisture content(OMC) and maximum dry density(${\gamma}$$\_$dmax/). However, since the quality control based on the OMC and maximum dry density does not consider the mechanical characteristics, there is a conceptional gap between design and PMS(pavement management system). Therefore, it is necessary to develope a new qualify control system using mechanical property for highway construction in more rational way. To achieve this goal, it is planned to perform various laboratory tests to collect mechanical properties of subgrade soil samples from several highway construction sites and to propose the relationship between dry unit weight (or OMC) and mechanical parameters. In this paper, the experimental data so far obtained are presented and analyzed. In addition, further research plan is presented and discussed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1330-1333
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• 2009

The soil nailing method had used in variable construction field because of construction convenience and reinforcement effect. Especially, the removal soil nailing method is useful support system in vertical excavation. In this study, to develop the wedge type removable soil nailing method for improvement of the removal soil nailing method. Because of the reinforcement materials is most important in soil nailing method, to evaluate the mechanical characteristics during laboratory strength test in this study. To conduct bond strength test of deformed bar combined with a wedged screw inside plastic fixed socket for evaluate the strength characteristics of wedge type removable soil nailing method and evaluate the strength characteristics of fixed socket based on laboratory tests.

• 한국토양비료학회지
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• 제30권1호
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• pp.51-55
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• 1997

Three soils, sandy loam, loam and silty clay loam, were selected and three inches soil cores with 4 bulk density(BD) levels were made by compressing the soils wetted with 3 levels water. Mechanical and water characteristics were measured and analyzed the mechanical resistance limiting water, available water and least-limiting water range. Mechanical resistance limiting water(MRLW) were appeared at higher bulk density than $1.6Mg/m^3$ in sandy loam, and $1.4Mg/m^3$ in loam and silty clay loam. The least-limiting water ranges were sharply decreased at the bulk density $1.6Mg/m^3$ in sandy loam and loam, $1.4Mg/m^3$ in silty clay loam. There were big deferences between available water contents and least limiting water ranges in finer texture and higher bulk density soils.

• Earthquakes and Structures
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• 제23권1호
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• pp.101-113
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• 2022

A new type of fabricated subway station construction technology can effectively solve these problems. For a new type of metro structure form, it is necessary to clarify its mechanical properties, especially the seismic performance. A soil-structure elastoplastic finite element model is established to perform three-dimensional nonlinear dynamic time-history analysis based on the first fabricated station structure-Yuanjiadian station of Changchun Metro Line 2, China. Firstly, the nonlinear seismic response characteristics of the fabricated and cast-in-place subway stations under different seismic wave excitations are compared and analyzed. Then, a comprehensive analysis of several important parameters that may affect the seismic response of fabricated subway stations is given. The results show that the maximum plastic strain, the interlayer deformation, and the internal force of fabricated station structures are smaller than that of cast-in-place structure, which indicates that the fabricated station structure has good deformation coordination capability and mechanical properties. The seismic responses of fabricated stations were mainly affected by the soil-structure stiffness ratio, the soil inertia effect, and earthquake load conditions rarely mentioned in cast-in-place stations. The critical parameters have little effect on the interlayer deformation but significantly affect the joints' opening distance and contact stress, which can be used as the evaluation index of the seismic performance of fabricated station structures. The presented results can better understand the seismic responses and guide the seismic design of the fabricated station.

• Geomechanics and Engineering
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• 제12권1호
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• pp.111-125
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• 2017

Swelling and shrinkage characteristics of expansive fine grained soil cause volumetric changes followed by distress and damage to the structures. Soil stabilization can be explained as the alteration of the soil properties by chemical, mechanical or any other means in order to enhance the engineering properties of the soil. Utilization of industrial wastes in soil stabilization is cost effective and environment friendly. This paper presents an experimental study on stabilization of expansive soil using industrial wastes, viz. fly ash and dolochar. The paper includes the evaluation of engineering properties like unconfined compressive strength and California bearing ratio (CBR) of expansive soil collected from Balasore district of Odisha stabilized with fly ash and dolochar in different proportions and to predict the influence of these additives on engineering properties and strength characteristics of expansive soil. Both fly ash and dolochar were found to increase the CBR and decrease many index properties such as liquid limit, plastic limit, plasticity index, swelling index and UCS, thus enhancing the strength parameters of expansive soil.