• Journal of the Korean earth science society
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• v.33 no.4
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• pp.320-328
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• 2012

To investigate geomorphic development of alluvial plains and climatic environment change during the late Holocene carbon dating, soil organic carbon analysis and humus analysis of sediments from alluvial plain of Hampyeongcheon basin were performed. The lowest peat layer was formed under warm and humid climates, which is considered to correspond to the Atlantic period in the Holocene. Yellowish brown sandy clay layer was deposited in the natural levee, which we think were deposited in the generally warm and dry climates. The carbon dating age is 1,879-1,532 BC, and this period correspond to the Sub-boreal period in the Holocene. Light brown clay layer is assumed to have been deposited in transitional environment from the natural levee to the back marsh. The climatic environment was warm and humid, which is considered as transitional period from the Sub-boreal to the Sub-Atlantic in the Holocene. Light yellowish brown and light brown clay layer of the upper part are regarded as sediments of the back marsh. Light yellowish brown clay layer was deposited in the cold and dry climates, which is considered to correspond to the Sub-Atlantic period in the Holocene. Light brown clay layer was deposited in the warm and dry climates. The carbon dating age is 211-427 AD, this period corresponds to the Post Roman Warm Period in the Holocene.

• Korean Journal of Soil Science and Fertilizer
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• v.41 no.5
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• pp.293-302
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• 2008

The limiting factors to determine available soil depth were studied with 390 soil series in soil profile description and physicochemical data in Korean soils. The limiting factors were coarse sandy layer, gravel and skeletal layer, hardpan layer, cat clay layer, poorly drained layer, salt accumulated layer and bed rock layer so on. The soils of having limiting factors were 332 soil series, but soils without limiting factors were 58 soil series. Soils with limiting factors were, hardpan 5, slopeness 93, immature soil 29, cinder 5, sandy 42, gravel or skeletal 47, bedrock 19, high salt content 8, poorly drained soil 22, heavy clay 32, sulfate soil 3 and ash soil 27 etc. And the orders of available soil depth were immature > slopeness > ash > heavy clay > sandy > gravel or skeletal > hardpan > cindery > poorly drained > bedrock > acid sulfate soil > salt accumulated soil etc.

• Korean Journal of Soil Science and Fertilizer
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• v.37 no.5
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• pp.293-303
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• 2004

This experiment was conducted to investigate the direction or orientation of clay particle movement in argillic horizons (Bt) for clarifying the soil classification of soils. Soil samples were collected from 22 soil series containing Bt horizons. Physical and chemical characteristics and mineral and chemical compositions of clay in the soils were analyzed. Micoromorphological characteristics of the Bt horizons were also investigated with thin sections of the natural undisturbed and oriented soil samples. Average clay content in the Bt horizons was 28% and 1.33 times higher comparing to that in the surface layer. Soil pH was higher, but cation exchange capacity (CEC) and organic matter content were lower in Bt horizon than those in the surface layer. There was an evidence of clay accumulation in Bt horizons of all soil series examined except Bangog series. Although there was an increase of clay content in the horizons in Bangog series, the clay was not originated from illuviation process. The translocation of clay was in the order of an 2:1 expandable clay minerals > 2:1 non-expandable clay minerals > 1:1 clay minerals. The illuvial substances in argillic horizon were composed with clay, amorphous iron and opaque mineral. The micoromorphological features of Bt horizon were void coating, channel infilling and grain coating. There was an apparent boundary between clay coating and the groundmass in residuum and colluvium, but Bt horizon of alluvium was composed of a skew plane amputated by the physical operation.

• Proceedings of the Korean Geotechical Society Conference
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• 1991.10a
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• pp.47-61
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• 1991

For the Carsington Earth Dam in England, slope stability analyses using computer programs both 'PC-SLOPE' and 'PCSTABL5M' were conducted on the given geometric and geotechnical informations those obtained through an additional investigation after dam failure. Without the yellow clay layer, the designed section was stable with factor of safety 1.2, but the section was unstable under the higher excess pore pressure caused by the heavy rainfal1 and by considering the weak clay layer. The failure may be initiated by not only the sudden increase of pore pressure but also decrease of shear strength of the clay layer.

• Journal of The Korean Society of Agricultural Engineers
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• v.53 no.3
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• pp.19-26
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• 2011

In order to estimate the viscous effects of clay over a wide range of strain levels, we confirmed the performance of a viscoelastic-viscoplastic constitutive model by simulating cyclic undrained triaxial tests to determine the cyclic strength and deformation characteristics of natural marine clay. The viscoelastic-viscoplastic constitutive model was then incorporated into an effective stress-based seismic response analysis to estimate the effects of an intermediate clay layer on the behavior of sand layers. Seismic response was simulated by the cyclic viscoelastic-viscoplastic constitutive model created with data recorded at Rokko Island, Kobe, Japan. The results show that a cyclic viscoelastic-viscoplastic constitutive model can provide a good description of dynamic behavior including viscoelastic effects, within a small strain range.

• Journal of Ocean Engineering and Technology
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• v.10 no.4
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• pp.141-148
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• 1996

Use of stone column for deep ground treatment in soft clay soils is an effective method. The stone column significantly increases load carrying capacity of the soft clay soil. A analysis method for bearing capacity of stone column in soft clay soil is developed. The capacity made by developed method are compared wity observed values from field load test and a reasonable correlation is noted.

• Geotechnical Engineering
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• v.4 no.4
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• pp.51-60
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• 1988

기초지반에 대한 응력·변형률관계를 규명하기 위하여 소성론에 기초를 둔 구성방정식이 폭넓게 이용되고 있다. 본문은 성토나 강성기초와 같은 지반구조물을 연약점토지반에 축조하였을 때에 발생하는 변형에 관해 연구코저 한 것이다. 본 연구를 위하여 2차원모형토조를 제작, 재하실험한 시료를 재하실험을통하여 침하, 융기, 측방변위등을 측정하고 이들을 여러구함식과 비교고찰하였다. 구성식으로서는 한계상태개념에 근거를 둔 Cam-clay, Modified Cam-clay그리고 시간의존성을 고려한 탄·정감성 model인 Sakiguchi model을 이용하고 이들을 수치해를 통해 고찰하였다. 본 모형실험에 의하면 변형을 예측하는데 있어서 ModifiedICam-clay model이 Original Cam-clay"model 보다 실측치에 가까웠으며 또한 시간의존성을 고려한 탄·점견성 model인 Sekiguchi model'는 본 실험에서처럼 단기간의 실험에서는 변형의 creep조건을 만족시키지 못하므로 현장조건에 따라 잘- 판단하여 적용하여 야할 것으로 판단 된다.

• Geotechnical Engineering
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• v.1 no.1
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• pp.73-84
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• 1985

This Paper aims at investigating the distribution of stresses and the displacement of soft foundation layer subject to embankment load by the finite elements method (FEM). The stresses include the volumetric stress, the Pore water Pressure, the vertical stress. The horizontal stress and the shear stress. The Christian-Boehmer's method was selected as technique for FEM and the general elasticity model and modified Cam-clay model as the governing equations under Plain-strain condition depending on drained and undrained conditions. The results obtained are as follows: 1. The volumetric stress is almost consistent with the pore water pressure. This means that the total stress is the same value with the pore water pressure under the undrined condition 2. The vertical stress appears in the same value regardless of the drained or undrained condition and the model of the constitutive equations. 3. The horizontal stress has almost same value with the drain condition model. 4. depending on the constitutive model. The shear stress is affected by both the drain condition and the constitute model. The resulted value by the modified Cam-clay model has the largest. 5. The direction of the displacement vector turns outward near the tip of load during the increasing load. 6. The magnitude of displacement due to the modified Cam.clay model is as twice large as that due to elastic model.

• Journal of the Korean Geotechnical Society
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• v.27 no.5
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• pp.5-15
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• 2011

Recent increase of large scale construction near costal area has also increased the application of soft ground treatment. As a result, solidification with cement and lime which increases stability and durability of soils, is frequently used for surface layer stabilization in soft ground site. While stabilization of very soft clay with high plasticity and compressibility has widely been studied, studies on silty clay with low plasticity and compressibility are relatively rare. In this study, after stabilizing low plasticity silty clay of Songdo area with cement and lime under various water contents, mixing ratio, and curing time, uniaxial compression test and plate load test were performed. Strength properties from both tests were considerably consistent. And trackability of construction equipment on the treated surface layer of dredged land was estimated. Finally, optimum mixing condition for Songdo silty clay was proposed.

• Current Research on Agriculture and Life Sciences
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• v.3
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• pp.14-20
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• 1985

This study was carried out to evaluate the effects of whole layer placement of total of N.P.K. application with clay mineral such as Bentonits and Zeolite on the growth and the yield of rice in different sandy soils. The results obtained were as follows ; The yield was increased by whole layer placement of total amount of N.P.K. application with clay minerals in both soils examined compared with the treatment of N.P.K. only. In fine sandy loam soil, it was increased significantly at 5% level at N.P.K. + Zeolite 1.0 M/T and in fine sandy soil, at 5 % and 1 % at N.P.K. + Bentonits 0.5 M/T and N.P.K. + Bentonite 1.0 M/T, respectively. The nitrogen and silica content of rice straw at heading stage were increased and were tended to increase in phosphate and exchangeable cations such as potassium. calcium and magnesium by whole layer placement of total amount of N.P.K. application with clay mineral. The chemical properties of both soils were changed slightly after the harvest of rice by the whole layer placement of total amount of N.P.K. application with clay mineral ; pH, C.E.C., exchangeable base and available silica content were increased.