• 한국농공학회지
• /
• 제43권5호
• /
• pp.132-144
• /
• 2001

Iln order to figure out criteria of bentonite for using as impervious material of waste landfill, laboratory experiments were performed to reveal the geotechnical properties of soil-bentonite mixtures such as compaction test, direct shear test, unconfined compression test, triaxial compression test, consolidation test and permeability test. The results of the study are summarized as follows ; 1. Based on the compaction test, optimum moisture content increased with the increase of bentonite content, but maximum dry density decreased. 2. In unconfined compression test, the maximum strength of the soil-bentonite mixtures appeared at 10% bentonite content. The correlation equation between stress($\sigma$) and strain($\varepsilon$) of the soil-bentonite mixtures is given by ; $\sigma=\frac{a\cdot\varepsilon}{\varepsilon^n+b}$ 3. In shear test of the mixtures. the shear strength showed an increasing trend with increase of bentonite content and the maximum shear strength appeared at 10% bentonite content. 4. In consolidation test, the coefficient of compressibility $(a_v)$$(m_v)$$(C_v)$

• 한국농공학회지
• /
• 제39권6호
• /
• pp.99-110
• /
• 1997

The study was conducted in order to investigate the basic geotechnical properties of sand-bentonite mixtures with the various bentonite contents. The results obtained are as follows : 1. Optimum moisture content of sand-bentonite mixtures was approximately 17.10~18.52% corresponding to the maximum dry density of 1.58~1 .64gf/$cm^3$. As the bentonite contents and curing peroid increased, both the maximum dry density and optimum moisture content of sand-bentonite mixtures increased. 2. The unconfined compressive strength of sand-bentonite mixtures increased as the increase of bentonite content, but it did not change along the curing period. 3. The sand-bentonite mixtures ruptured at 8~15% of the axial strain and the maxi-mum shearing stress was about O.7Okgf/$cm^2$. 4. According to the increase of bentonite content, the cohesion intercept and internal friction of the sand-bentonite mixtures increased slightly in the shear test, while the cohesion intercept increased largely, and the internal friction angle decreased largely in the triaxial test. 5. Both the initial void ratio and swelling of the sand-bentonite mixtures were very low with respect to the consolidation pressure increase. 6. The swelling and shrinkage of sand-bentonite mixtures increased slightly according to the increment of bentonite content.

• 한국지반공학회논문집
• /
• 제22권10호
• /
• pp.21-32
• /
• 2006

본 연구에서는 벤토나이트 슬러리의 전기적 특성에 대한 영향인자와 전기전도 메커니즘을 규명하고자 하였다. 벤토나이트 및 흙-벤토나이트 슬러리의 전기전도도는 벤토나이트 함량이 증가함에 따라 뚜렷한 선형적 증가 경향을 나타내어 전기전도도 측정기법이 슬러리에서의 벤토나이트 함량 평가에 적용될 수 있음을 확인하였다. 이때 슬러리의 전기전도도 변화는 주로 벤토나이트에 존재하는 양이온이 용해되어 용액의 전기전도도를 변화시키기 때문에 나타나는 결과로 확인되었다. 슬러리에서 벤토나이트 함량에 따른 전기전도도의 선형적 관계는 용액의 초기 전기전도도와 세립토 함량에 영향을 받는 것으로 나타났으며 이들의 영향을 고려하여 슬러리에서 벤토나이트 함량과 전기전도도와의 관계식을 도출하였다. 본 연구에서 제시된 관계식을 토대로 다양한 조건의 벤토나이트 및 흙-벤토나이트 슬러리에서 전기전도도 측정을 통하여 벤토나이트 함량에 대한 정량적인 평가가 가능할 것으로 기대된다.

• Nuclear Engineering and Technology
• /
• 제32권5호
• /
• pp.495-503
• /
• 2000

The hydraulic conductivities in the bentonite-sand mixtures with high density were measured, and the effects of sand content and dry density on the hydraulic conductivity were investigated. The hydraulic conductivities of the bentonite-sand mixtures with a dry density of 1.6 Mg/㎥ and 1.8 Mg/㎥ are less than 10$^{-11}$ m/s when the sand content is not higher than 70 wt%. However at the sand content of 90 wt%, the hydraulic conductivity increases rapidly At the same dry density, the logarithm of hydraulic conductivity increases linearly with increasing sand content. The hydraulic conductivity of the bentonite-sand mixture can be explained by the concept of effective clay dry density, and using this concept, the hydraulic conductivities for the mixtures with various sand contents and dry densities can be estimated.

• Nuclear Engineering and Technology
• /
• 제34권1호
• /
• pp.90-103
• /
• 2002

The thermal and mechanical properties of compacted bentonite and bentonite-sand mixture were collected from the literatures and compiled. The thermal conductivity of bentonite is found to increase almost linearly with increasing dry density and water content of the bentonite. The specific heat can also be expressed as a function of water ontent, and the coefficient of thermal expansion is almost independent on the dry density. The logarithm of unconfined compressive strength and Young’s modulus of elasticity increase linearly with increasing dry density, and in the case of constant dry density, it can be fitted to a second order polynomial of water content. Also the unconfined compressive strength and Young’s modulus of elasticity of the bentonite-sand mixture decreases with increasing sand content. The Poisson’s ratio remains constant at the dry density higher than 1.6 Mg/m$_3$, and the shear strength increases with increasing dry density.

• 지질공학
• /
• 제15권2호
• /
• pp.123-132
• /
• 2005

본 연구에서는 폐기물 매립장의 차수층으로 사용되는 벤토나이트 혼합토에 대한 연직침윤시험과 Frequency Domain Reflectometry 측정 장비를 이용한 유전율 측정시험을 수행하였다. 표준사, 화강풍화토, 벤토나이트 재료에 대해 다양한 배합 비율을 적용하여 제작된 벤토나이 트 혼합토의 체적함수비, 간극비, 유전율상수 등의 관계로부터 이들의 불포화 투수 특성을 파악하였다. 연구결과에 따르면 초기 벤토나이트 혼합비는 체적함수비 변화에 영향을 미치며, 체적함수비 변화는 간극비와 밀접한 관계를 가지고 있다. 또한 벤토나이트 혼합토의 체 적 함수비 변화는 유전율 반응으로부터 명확히 측정됨을 파악하였다. 벤토나이트 혼합토의 불포화 투수 특성을 파악하기 위한 본 연구에서 체적함수비와 유전율상수의 관계함수를 추정하였다.

• Nuclear Engineering and Technology
• /
• 제31권2호
• /
• pp.139-150
• /
• 1999

The swelling pressure of a potential buffer material was measured and the effect of dry density, bentonite content and initial water content on the swelling pressure was investigated to provide the information for the selection of buffer material in a high-level waste repository. Swelling tests were carried out according to Box-Behnken's experimental design. Measured swelling pressures were in the wide range of 0.7 Kg/$\textrm{cm}^2$ to 190.2 Kg/$\textrm{cm}^2$ under given experimental conditions. Based upon the experimental data, a 3-factor polynomial swelling model was suggested to analyze the effect of dry density, bentonite content and initial water content on the swelling pressure The swelling pressure increased with an increase in the dry density and bentonite content, while it decreased with increasing the initial water content and, beyond about 12 wt.% of the initial water content, levelled off to nearly constant value.

• 한국환경농학회지
• /
• 제5권2호
• /
• pp.135-140
• /
• 1986

K-bentonite를 K포화용액에서 이온교환법에 의해 제조했다. 모래땅, 황토, 산흙에서 K-bentonite 완효성의 효과를 비교 시험했는데, 특히 모래땅에서 그 효과가 컸다. 알타리무우 및 상치를 이용한 모래땅 재배에서 KCl시용구. 보다 K-bentonite구는 상치의 지상부의 생육과 알타리무우의 근부신장을 월등히 촉진 시켰다. 그러나 적정량을 관수하면서 모래, 산흙, 황토를 이용한 온실내 pot시험에서는 생육차를 발견할 수 없었다. K-bentonite는 무우 및 상치의 Vitamin C, Nitrate, Thiocyanate, Dry wt 등의 함량변화에 영향을 미치지 않았다. K-bentonite 실제 생산에 있어 문제점에 대해 논의하였다.

• 한국주조공학회지
• /
• 제4권1호
• /
• pp.12-20
• /
• 1984

In order to investigate the effect of size of sand grains, bentonite content and moisture on mixing power, standard mixing power, permeability, green compressive strength and green mold hardness were measured with mixing time, and also coated layer of mixed sand with time was observed by optical microscope and scanning electron microscope. From this experiment, the results were summarized as follows. 1. Mixing power increased as size of sand grains decreased. 2. Mixing power increased gradually as bentonite content increased and in particular, increased rapidly in 7-10% bentonite. 3. Mixing power increased as moisture content decreased. 4. The mixing time required to get the optimum mixing power decreased as moisture content and grain size increased, but increased as bentonite content increased.

• Environmental Engineering Research
• /
• 제7권3호
• /
• pp.121-127
• /
• 2002