• 한국지형학회지
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• 제25권1호
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• pp.1-17
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• 2018

The characteristics and burial ages of sand sediments on the Jiduri coast in Daechung-myeon, Ongjin-gun, Incheon were investigated. Daecheong Island is the area where the characteristics of the rocky coast and sand coast are shown. Various studies have been conducted on the Okjukdong sand dune that appears in the north of the island. However, there has been no study on the sandy sedimentary topography of the Jiduri and Moraewul area in the south. The sandy sedimentary terrain of Jiduri is divided into sandy beaches, sand dunes and sand deposits along the slope including climbing dune. Overall, the depth of sandy sediments in Jiduri is not deep. The characteristics of sandy sediments and burial ages were investigated at an elevation of about 23 m above sea level at the back of Jiduli Beach and 46 m above sea level at the ridge line between Jiduri and Moraewol. From the Jiduri coast to the hillside behind, the average grain size decreases and the sorting becomes better as it moves from the intertidal zone to the beach and the foredune. This indicates the selective sand transport by the wind and can be judged by the terrain formed under the current sedimentation environment. The average grain size at the upper part of the section of JD-1 (elevation of about 23m MSL) was $1.6918{\varphi}$ of medium sand. The sorting was $0.4584{\varphi}$, skewness was -1.0491 and kurtosis was -1.2411, respectively. Particularly, the average particle size of the crosssection issomewhat uniform, but the color of the constituent material changes from brown to black. In the case of JD-2 (about 46 m MSL), the mean grain size of the section was $1.7943{\varphi}$, the sorting was 0.4931, the skewness was -1.1163, and the kurtosis was 1.2133. On the other hand, the brown and black layers of JD-1 exhibited a burial age of $0.1{\pm}0.0ka$ and the JD-2 had a burial age of $0.7{\pm}0.0ka$.

• 한국토양비료학회지
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• 제27권3호
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• pp.220-225
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• 1994

무환탄회(無煥炭灰)와 유연탄회(有煙炭灰)를 첫해에는 논에 0, 4, 8, 12톤/10a, 밭에 0, 3, 6, 9톤/10a을 시용(施用)한 구와 년간 논은 12톤씩, 밭은 9톤씩 3년간 연용(連用)한 구에서 생산(生産)된 현미(玄米)와 콩중(中) 중금속(重金屬) Cd, Cu, Pb, Zn, Ni, Cr, Fe, Mn함량(含量)을 조사(調査) 분석(分析)한 결과(結果)는 다음과 같다. 가. 석탄회(石炭灰) 시용량(施用量)에 따른 곡물중(穀物中) 중금속(重金屬) 함량(含量) 변화(變化) 1) 무연탄회(無煙炭灰) 시용량(施用量)에 따라 현미중(玄米中) Cd은 식양토(埴壤土)에서 증가(增加)되고, 사양토(砂壤土)에서는 Cr, Ni이 증가(增加)되었다. 2) 유연탄회(有煙炭灰) 시용량(施用量) 증가(增加)에 따라서 현미중(玄米中) Zn은 식양토(埴壤土)에서 증가(增加)되었다. 3) 현미중(玄米中) 카드뮴은 모두 우리나라 평균치(平均値)보다 낮고, Pb과 Zn은 우리나라 평균치(平均値)+표준편차(標準偏差)와 유사(類似)하였다. 4) 식양토(埴壤土), 밭토양(土壤)에서 석탄회(石炭灰) 시용량(施用量)을 증가(增加)시킴에 따라 콩중(中) Cu는 유연탄회(有煙炭灰), 무연탄회(無煙炭灰) 모두에서 증가(增加)되었고, Zn, Pb, Cr, Ni, Fe는 유연탄회구(有煙炭灰區)에서만 증가(增加)되었다. 나. 석탄회(石炭灰) 연용(連用)에 따른 곡물중(穀物中) 중금속(重金屬) 함량(含量) 1) 무연탄회(無煙炭灰) 연용(連用)에 따른 현미중(玄米中) Cd은 식양토(埴壤土), 사양토(砂壤土) 모두에서. 그리고 Cu, Zn, Ni, Cr, Fe은 식양토(埴壤土)에서 증가(增加)되는 경향이 있었다. 2) 무연탄회(無煙炭灰) 연용(連用)에 따라 콩중(中) Cr은 식양토(埴壤土), 사양토(砂壤土) 모두에서, 그리고 Cu, Fe은 식양토(埴壤土)에서 증가(增加)되는 경향이 있었다. 3) 유연탄회(有煙炭灰) 연용(連用)에 따라 현미중(玄米中) Cd, Zn, Cr은 식양토(埴壤土), 사양토(砂壤土) 모두에서, 그리고 Cu, Mn은 사양토(砂壤土)에서 증가(增加) 경향이 있었다. 4) 유연탄회(有煙炭灰) 연용(連用)에 따라 콩중(中) Cd, Pb, Cr은 사양토(砂壤土)에서 증가(增加)되는 경향이 있었다. 5) 농산물(農産物)에서 검출(檢出)된 중금속(重金屬) 성분(成分)은 우리나라 자연함량평균(自然含量平均)+표준편차(標準偏差) 범위내에 있었고. 인체(人體)에 유해(有害)할 정도(程度)는 아니었으나 석탄회(石炭灰)를 단보당 매년 9~12톤씩 장기간(長期間) 연용(連用)하는 것은 양질(良質)의 농산물(農産物) 생산(生産)을 위(爲)해서는 고려(考慮)되어야 할 것이다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.422-426
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• 2003

Model soil tank tests were conducted in sandy soil to investigate the effect of surcharge strip loads on vertical stress distribution in soil. A total number of 6 tests were performed using one loading plate and two relative density(55%, 65%). The soil was considered as an elastic material, while no friction was allowed between the wall and the soil. Measured stress values were compared to predictions defined by Frohlich, Boussinesq and Westergaard. The comparison of measured values and predictions used the ratio between the soil pressure and load value. Results of this study demonstrated that experimental values were generally larger than predictions. The Frohlich analysis provided the best prediction, while the Boussinesq analysis and Westergaard theory not presented a satisfactional result.

• Steel and Composite Structures
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• 제19권1호
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• pp.223-236
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• 2015

Despite the proliferation of the industrial application of steel tubes, the effect of collision on the surface of steel tubes subject to cyclic loading has largely remained untouched. This paper studies the fatigue behavior of steel tubes which are impacted by an external object. A dent imperfection caused by a collision was modeled and fatigue tests were conducted using a MTS machine. Fatigue life as well as the failure modes were thoroughly discussed in a way that the fatigue life of the dented tubes with similar geometrical specifications at full-scale can be generalized.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 연약지반처리위원회 학술세미나
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• pp.84-95
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• 1999

Laboratory experiments were performed to evaluate the strength characteristics of solidified sandy soils by portland cement with mixing conditions. Factors considered in the experiments were the fine content(<#200, %), cement content(%) and water-cement ratio and unconfined compressive strength tests were performed on samples at 7 and 28 cured day. Results of tests showed that for a low cement content(7%∼10%) the fine content was very important while for a high cement content the water-cement ratio was very important. For 7%∼10% cement content, the optimum fine content which gained maximum strength was about 30%. But for 13% cement content, low fine content and water-cement ratio were more useful than others. In the multi regression analysis, significant equation was gained.

• 한국지반공학회논문집
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• 제15권6호
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• pp.201-217
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• 1999

성토지반의 지지력을 향상시키기 위하여 지반개량이나 다짐과 같은 일반적인 방법들이 많이 이용되고 있다. 하치만, 최근에는 내구성이 크고 강한 합성수지와 같은 재료들이 개발되어 실용화됨으로서, 보강토 공법이 널리 적용되고 있는 실정이다. 본 연구에서는, 매트로 보강된 모래지반상의 대상기초에 대한 모형실험을 평면변형률 상태에서 실시하여, 지지력의 증대효과와 지반의 거동을 관찰하였다. 그리고 지지력의 산정식을 개발하여 실험결과와 비교 검토 하였다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2000년도 창립총회 및 춘계학술발표회
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• pp.149-152
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• 2000

The effects of selected co-surfactants on diesel removal from sandy soil were studied to increase diesel recovery from the soil by the surfactant-enhanced remediation of diesel-contaminated soil. The capability of co-surfactant for enhancing removal efficiency can be related with the interaction between its structural character and the structural peculiarity of nonionic surfactant. In the case of Tween 80, hexanol showed the great improvement in diesel recovery. Efficiency of diesel recovery decreased as hydrocarbon chain length of cosurfactant decreased. Higher content of hexanol further increased diesel recovery, but there was no significant improvement in the case of butanol and pentanol.

• 한국대기환경학회지
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• 제5권2호
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• pp.1-11
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• 1989

Sandy dust phenomena was observed from April 19 to 23, 1988 in Seoul. During this period it rained and the precipitation was collected to investigate the rain chemistry. This study was carried out to analyzed the chemical composition of precipitation by the measurements of conditivity, cations $(H^+, NH_4^+, K^+, Na^+, Ca^{2+}, MG^{2+})$, and anions $(SO_4^{2-}, NO_3^-, Cl^-, F^-, Br^-)$ which are believed to be the major ions playing an important role in the acidity of rain water. During the period of sandy dust phenomena the range of pH value and conductivity concentration of rainwater were 6.0-6.7, 172-254 $\mu \mho/cm$. The anions and cations concentrations increased and the orders of these concentrations were $SO_4^{2-} > Cl^- > NO_3^- > Na^+ > Ca^{2+} > NH_4^+ > Mg^{2+}$. THe principal chemical compounds of rainwater were estimated at $(NH_4)_2 SO_4, CaSO_4, NaCl, and MgCl_2$.

• 한국지반환경공학회 논문집
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• 제7권5호
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• pp.67-77
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• 2006

성토지반의 지지력을 향상시키기 위하여 지반개량이나 다짐과 같은 일반적인 방법들이 많이 이용되고 있다. 하지만, 최근에는 내구성이 크고 강한 합성수지와 같은 재료들이 개발되어 실용화됨으로서, 보강토공법이 널리 적용되고 있는 실정이다. 본 연구에서는 한층의 지오텍스타일로 보강된 모래지반상의 대상기초에 대한 모형실험을 평면변형률 상태에서 실시하여, 지오텍스타일의 설치위치와 길이, 강도의 변화에 따른 지지력의 증대효과와 지반의 거동을 관찰하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1312-1319
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• 2006

This thesis studied the scale effects on bearing capacity and settlement characteristics by using FEM. The conclusions of the study are as follows. 1) For sandy soil, the bearing capacity ratio increased in the form of logarithm as the foundation width increased. Hence application of static mechanic theory results in overestimation of the bearing capacity when the bearing capacity should be derived from plate loading test results. 2) In clayey soil, the characteristics of the bearing capacity associated with foundation width met Terzaghi's bearing capacity theory. 3) In sandy soil, the settlement ratio increased non-linearly as foundation width increased. However, in clayey soil, the settlement ratio increased linearly. 4) In ordinary soil, the foundation width - settlement ratio turned out to be close to that of sandy soil.