• 한국농공학회지
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• 제45권1호
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• pp.55-62
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• 2003

Leachate generated from landfill material flows through soil gravitationally downward and. continues to flow until it encounters groundwater, posing the thread of pollution. So selection of liner material having a low permeability and testing method are required. The study was performed to find bentonite content of soil-bentonite mixtures for using as liner and cover of waste landfills. This paper includes results of consolidation tests and permeability tests and evaluates suitability and properties of soil-bentonite mixtures as impervious materials.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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• pp.251-256
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• 2007

The aim of this paper is development of resistivity seismic dilatometer (RSDMT) system. The resistivity module for obtaining apparent resistivity depth plot and seismic module for obtaining shear wave velocity (Vs) depth plot are attached to the conventional flat dilatometer testing equipment. From shear wave velocity profile, the stiffness at low strains of a site can be evaluated in undisturbed condition. And the resistivity value contains some information about water content and mineral characteristics of clayey soil. Specially manufactured resistivity and seismic modules were connected between commercialized DMT blade and drilling rod. To enhance reliability and repeatability of RSDMT test, automatic testing system including notebook based data acquisition system and automatic surface source system were developed. RSDMT system can be performed rapidly and can obtaine more reliable data at the same point compared with the separated testing system. The verification studies for the developed RSDMT system are going to be performed. From these studies, the effectiveness of integrated hybrid testing system will be checked in light of proper evaluation of geotechnical design parameters of clayey soils.

• 한국지반공학회논문집
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• 제21권5호
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• pp.59-64
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• 2005

불포화토를 연구하는데 있어 함수특성곡선과 투수계수방정식을 결정하는 것은 필수요소이나 이는 쉬운 일이 아니다. 본 연구에서는 함수특성곡선과 투수계수방정식을 얻기 위한 새로운 시험장치가 개발되었다. 개발된 시험장치를 사용하여 두 종류의 토사에 대해 포화투수계수시험과 함수특성곡선을 결정하기 위한 시험을 실시하였다. 시험진행순서는 먼저 포화투수계수시험을 실시한 후, 함수특성곡선의 건조과정에 대한 시험을 실시하고 다음으로 함수특성곡선의 습윤과정에 대한 시험순으로 진행하였다. 시험결과에 의하면 건조과정의 함수특성곡선과 습윤과정의 함수특성곡선 간에는 이력현상이 존재함을 알 수 있었다. 투수계수방정식의 결정은 시험으로부터 얻어진 포화투수계수와 함수특성곡선 이용하여 구하는 이론적인 방법을 사용하였다.

• 한국지반공학회지:지반
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• 제5권3호
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• pp.51-62
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• 1989

보강토옹벽의 원심모형분험의 예비실험으로서 모래와 보강재 사이의 마찰거동의 특성을 조사.연 구하기 위하려 마찰실험을 행하였다. 보강재의 종류 및 길이를 변화시킴으로써 그들이 모래와 보강재 사이의 마찰계수에 미치는 영향을 조사하였다. 한편 다른 두가지 실험방법(직원전단시험과 인발시험)을 택하여 어떤 방법이 실제 현장에서의 보강재의 거동을 잘 나타내는지를 비교.검토하였다.

• Structural Monitoring and Maintenance
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• 제7권1호
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• pp.43-58
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• 2020

Pile foundations of existing bridges lie in soil and water environment for long term and endure relatively heavy vertical loads, thus prone to damages, especially after stricken by external forces, such as earthquake, collision, soil heap load and etc., and the piles may be injured to certain degrees as well. There is a relatively complete technical system for quality inspection of new bridge pile foundations without structures on the top. However, there is no mature technical standard in the engineering community for the non-destructive testing technology specific to the existing bridge pile foundations. The quality of bridge pile foundations has always been a major problem that plagues bridge maintenance. On the basis of many years' experiences in test engineering and theoretical studies, this study developed a new type of detection technology and equipment for the existing bridge piles.

• 한국토양비료학회지
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• 제48권6호
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• pp.724-730
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• 2015

The aim of this study was to produce Aminotosan$^{(R)}$ fertilizer using optimized chitosan coagulant from waste livestock blood. Amino-acid fertilizer was produced by pretreated livestock blood. Chitosan coagulant was aggregated with amino-acid fertilizer to produce Aminotosan$^{(R)}$. Optimized coagulation conditions were set using chitosan coagulant such as 10% citric acid and 500 ppm chitosan coagulant by analysis of CST and TTF. The efficiency of coagulation by chitosan coagulant under the optimal conditions was better than chemical coagulants. After solid/liquid separation for coagulated amino-acid fertilizer, Aminotosan$^{(R)}$ fertilizer which added eco-friendly and aesthetic functions was produced.

• 한국지반환경공학회 논문집
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• 제4권1호
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• pp.41-48
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• 2003

본 연구는 도로설계를 위한 CBR시험 수행에 따른 시간과 비용절감을 도모하고, CBR시험 전에 미리 결과를 예측함으로서 공사용 재료의 품질기준의 적부를 파악하고자 흙의 공학적 성질과 CBR값과의 상관관계를 분석 검토하였다. 영동지역 건설공사시 실시한 토질시험 자료를 토대로 No.200체 통과율, 액성한계 및 다짐특성과 CBR값과의 관계를 분석하여 상관관계식을 구하였고, 점성토에 대하여 No.200체 통과율 및 활성도와 팽창비의 관계를 분석하여 토질별 상관관계식을 제시하므로서 도로포장 계획 및 설계를 수립하는데 필요한 자료를 제공하고자 한다.

• 한국도로학회논문집
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• 제17권6호
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• pp.19-26
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• 2015

PURPOSES : This study intends to develop an inorganic soil pavement material using industrial by-products and to evaluate its applicability as a road pavement material. METHODS : In this study, a compressive strength experiment was conducted based on the NaOH solution molarity and water glass content to understand the strength properties of the soil pavement material according to the mixing ratio of alkali activator. In addition, the strength characteristic of the inorganic soil pavement material was analyzed based on the binder content. The performance of the soil pavement was evaluated by conducing an accelerated pavement test and a falling weight deflectometer (FWD) test. RESULTS : As a result of the soil pavement material test based on the mixture ratio of alkali activator, it was identified that the activator that mixed a 10 M NaOH solution to water glass in a 5:5 ratio is appropriate. As a result of the inorganic soil pavement materials test based on the binder content, the strength development increased sharply when the amount of added binder was over 300 kg; this level of binder content satisfied 28 days of 18 MPa of compression strength, which is the standard for existing soil pavement design. According to the measured results of the FWD test, the dynamic k-value did not show a significant difference before or after the accelerated pavement testing. Furthermore, the effective modulus decreased by approximately 50%, compared with the initial effective modulus for pedestrian pavement. CONCLUSIONS : Based on these results, inorganic soil pavement can be applied by changing the mixture proportions according to the use of the pavement, and can be utilized as road pavement from light load roads to access roads.

• Geomechanics and Engineering
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• 제38권2호
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• pp.157-164
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• 2024

This paper describes the general trends of the stress-strain behavior of Korean weathered soil prior to failure and behavior at failure under triaxial loading. The isotropically consolidated samples were tested in a testing device under monotonic undrained loading. Relative density, effective mean pressure and fine content were the factors varied in the experimental investigation. The test results were analyzed and their behaviors were interpreted within the framework of plasticity constitutive model for a weathered Korean silty sand. Possible physical bases for the proposed forms are discussed. Validation of the applied model using the laboratory results is also given.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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• pp.529-537
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• 2005

This paper proposes the shaking table testing method, without any soil specimen only using building model as an experimental part, considering dynamic soil-structure interaction based on the substructure method. The two-layered soil is assumed as a soil model of the entire soil-structure interaction syhstem(SSI) in this paper. Differently from the constant soil stiffness, the frequency-dependent dynamic soil stiffness is approximated for the case of both acceleration and velocity feedback, respectively. The interaction force is observed from measuring the accelerations at superstructure. Using the soil filters corresponding to the approximated dynamic soil stiffness, the shaking table drives the acceleration or velocity, which the needed motion to give the building specimen the SSI effects. Experimental results show the applicability the proposed methodologies to the shaking table test considering dynamic soil-structure interaction.