• Journal of the Korean GEO-environmental Society
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• v.13 no.3
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• pp.21-27
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• 2012

Estimating the thermal conductivity of clayey soils is important for enhancing the performance of geoengineering structures in cold regions and clay barriers for nuclear waste repositories, but specimen disturbance, saturation, and heat boundary conditions of the test apparatus hinder reliable measurements of the thermal conductivity of saturated clayey soils. This paper presents the results of an experimental study carried out using modified consolidation tests with the needle probe method to measure thermal conductivity. Experimental consolidation tests with saturated kaolinite were performed to investigate the effect of effective stress and dry density on thermal conductivity for saturated kaolinite. In addition, thermal conductivity of soil particles were thoroughly investigated and experimental results were used to evaluate the accuracy of the models to predict thermal conductivity.

• Journal of the Korean Society of Safety
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• v.14 no.2
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• pp.116-121
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• 1999

When plate anchors are embedded in soft clay, they may undergo a deformation under the pressure of sustained load. The critical depth at which the transition from a shallow to a deep anchor takes place depends on the properties of soil. Laboratory model tests were performed for the short-term net ultimate uplift capacity of a circular anchors with respect to various embedment depths and moisture content in saturated kaolinite. The tests have been conducted with the anchor at two different moisture contents. Based on the model test results, empirical relationships between the net load, rate of strain, and time have been developed. In creep tests of kaolinite for load versus ultimate uplift capacity, the displacement of plate anchors rapidly increases during the primary stage but thereafter becomes constant over a period of time.

• Journal of the Korean Society of Safety
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• v.12 no.4
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• pp.108-113
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• 1997

Plate anchors are primarily used in the foundation construction of earth-supported and earth-retaining structures. In order to estimate uplift capacity as well as suction force of clay, model tests were peformed with respect to various embedment depths and two different moisture contents in the prepared saturated kaolinite. Further, suction effects on the ultimate uplift capacity, at the various embedment depths of anchor, were also taken into account. Test results show that ultimate uplift capacity including suction force increases from 4.2kg at H/D=1 upto 11.6kg at H/D=5 in K1 and from 2.3kg at H/D=1 upto 7.3kg at H/D=5 in K2 respectively. The ratio of $F_s/Q_n/$ decreases along with the increases in the embedment ratio. In general, mud suction force under the ultimate uplift capacity in kaolinite decreases or becomes constant along with the increase of the embedment ratio.

• The Journal of Engineering Geology
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• v.21 no.2
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• pp.157-162
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• 2011

Experimental tests have been performed to measure the thermal conductivity of unsaturated soils, and computational models have been widely used to predict thermal conductivity. However, measured values of the thermal conductivity of unsaturated soils cannot be compared with predicted values because of the gradient in moisture content within unsaturated soils. In this study, experimental consolidation tests on saturated unfrozen kaolinite were performed to investigate the effect of dry density and moisture content on thermal conductivity. The results were used to evaluate the validity of a model employed to calculate thermal conductivity.

• Current Research on Agriculture and Life Sciences
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• v.6
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• pp.93-97
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• 1988

The physico-chemical properties of clay minerals(Kaolinite, Montmorillonite) and the competitive adsorption of various cations in them were investigated as a basic research for the development of clean and hygienic water from hard and contaminated water. The cation adsorption forces of various cations in two clay minerals were high in the order of $Ca^{{+}{+}}$ > $Mg^{{+}{+}}$ > $K^+$ > $Na^+$, and the orders of cation selectivity coefficients(K) in Montmorillonite, calculated by Kerr's equation, were $^KCa^{{+}{+}}/K$ > $^KMg^{{+}{+}}/K$, $^KCa^{{+}{+}}/Mg$ > $^KK^+/Mg$. The amount of adsorbed cations was most high in Na-saturated Montmorillonite among several samples. So, in order to more effectively remove various divalent cations in hard and contaminated water, Na-saturated Montmorillonite is most desirable.

• Applied Biological Chemistry
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• v.34 no.2
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• pp.125-129
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• 1991

This experiment was carried out to examine the MBC adsorption on clay minerals by the slurry method. The adsorption of MBC on Kaolinite nearly reached equilibrium after shaking lot 2hrs. but on Bentonite and Zeolite, 10hrs., respectively. The adsorption amount was in the order of Zeolite>Bentonite>Kaolinite, and Na-saturated clay mineral adsorbed more MBC than Mg-saturated clay mineral did. The more the amount of clay minerals, the more MBC was adsorbed by clay minerals, whereas the amount of MBC adsorbed per unit gram of clay minerals reduced and Kd value cf MBC was greatest on the Na-Zeolite. The lower the pH of the water-clay system at each concentration, the more MBC was adsorbed by clay minerals. The pH dependence of the adsorption of MBC may be due to protonation of MBC in acid solution.

• Economic and Environmental Geology
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• v.26 no.4
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• pp.455-464
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• 1993

Some nodules occur in the Milyang pyrophyllite deposit which are hydrothermal alteration products by Late Cretaceous andesitic tuff. These nodules are divided into two types on the basis of mineral assemblages; diaspore and pyrophyllite nodules. The diaspore nodules consist mainly of diaspore, kaolinite, pyrophyllite and pyrite with a small amounts of wavellite and tourmaline. They are light purplish grey in color, ellipsoid in shape and range 1 cm to 15 cm in size. A small or large diffuse band exists in some nodules. The platy coarse-grained diaspore is intergrown with the fine-aggregated kaolinite in the central part of the nodule. It appears that the grain size become fine from center to margin. The pyrophyllite nodules, which have the same shape with diaspore nodules, consist dominantly of pyrophyllite accompanied by small amounts of quartz, kaolinite, svanbergite, wavellite, tourmaline and apatite. Chemical compositions of alteration zones and nodules show that the wall rock alteration involved mainly the removal of large quantities of silica and alkalies and small quantities of Ca, Mg and Fe. The sharp increase in the Al content of the nodules is the result of residual concentration of alumina by the leaching of the mobile components. The pyrophyllite nodules were formed in the fluid saturated with quartz as ${\mu}_{HK_{-1}}$ and ${\mu}_{H_{2}O}$ increase. Under this condition, the pyrophyllite-kaolinite-quartz assemblage was stable. Diaspores formed from pyrophyllites in the fluid undersaturated with quartz as ${\mu}_{H_{2}O}$ increases (decreasing temperature). Under this condition, diaspore-pyrophyllite-kaolinite assemblage become stable. The formation temperature of the nodules on the basis of mineral assemblage is estimated as $275{\sim}340^{\circ}C$.

• Korean Journal of Soil Science and Fertilizer
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• v.47 no.4
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• pp.284-289
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• 2014

Farmers in highlands in South Korea pile up 20 to 30 cm of saprolites, mostly granite- or granite-gneiss-weathered materials, on surface of arable lands every three to five years to compensate eroded soil and sometimes to discontinue soil-borne diseases. Immediate increases of infiltration and percolation rates are expected with coarse textured saprolites while soil drainage becomes poorer in a long-term. In this study, we analyzed mineralogical characteristics and micro-morphology of plow pan to investigate processes making impermeable layers. Soil samples were collected from plow pan, usually located at approximately 20 cm soil depth and at the lower part of piled saprolites, in arable lands in Hoenggye 5-ri, Daekwanryeong-myeon, Gangwon-do (N37.7, E128.7) in which saprolites were added 2, 4, and 8 years ago; saprolites were transported from similar areas. The saturated hydraulic conductivity decreased over time. Based on soil thin section pedography, quartz and feldspar accounted for a majority of minerals. The size of feldspar decreased and macropores became filled with clay or silt particles over time, which implies that macropores were packed with particles weathered from feldspar. The X-ray diffraction (XRD) analysis indicated that intensity of feldspar decreased over time and the reverse was true for kaolinite and illite, indicating that feldspar and mica weathering induced formation of kaolinite and illite. Conclusively, deteriorated drainage by formation of impermeable layers in farms with piled saprolites was caused by accumulation of clay minerals such as kaolinite and illite in macropores; illite and kaolinite can be formed by weathering of mica and feldspar, respectively.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.6
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• pp.1433-1438
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• 1994

Laboratory model test results for uplift capacity of a circular plate anchors embedded in saturated clayey soils have been presented. Clayey soils used in this study are kaolinite and montmorillonite. Suction effects on the ultimate uplift capacity of plate anchors with respect to various embedment depths of anchor have been considered.

• The Journal of Engineering Geology
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• v.22 no.3
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• pp.275-281
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• 2012

Thermal distribution in soils must be considered in engineering designs and constructions, including estimates of frost heave and thaw settlement, infrastructure in cold regions, and geothermal systems. Because thermal conductivity is a key parameter for evaluation of thermal distribution in soils, it must be accurately estimated. The thermal conductivity of fine-grained soils has been widely studied in recent years; however, few studies have reported a reliable method for experimental measurement. The present study presents the results of an experimental investigation of the thermal conductivity of a saturated kaolinite-silica mixture with respect to the variation of dry density. Thermal conductivities were measured in Constant Rate of Strain (CRS) consolidation tests, and the experimental data were analyzed to evaluate the accuracy of the new measurement system. In addition, we present an evaluation method for predicting thermal conductivity in fine-grained soils.