• Journal of the Korean Geotechnical Society
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• v.32 no.9
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• pp.37-50
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• 2016

Gravel compaction pile (GCP) is widely used as it increases the bearing capacity of soft ground and reduces the consolidation settlement. Stress concentration ratio for GCP design is dependent on the area replacement, surcharge pressure and depth. However, a range of stress concentration ratio obtained through field, laboratory experiments and numerical analysis is large. Little study has been done on the stress concentration ratio for the mixing ratio of gravel and sand. The main objective of the study is to evaluate the stress concentration ratio for both area replacement ratio and mixing ratio through literature review and numerical analysis. Numerical analysis using the finite element program ABAQUS 6.12-4 has been performed for the composite ground with GCP. The excess pore water pressure and stress concentration ratio of composite ground have been analyzed for both the area replacement ratio and the mixing ratio. Based on the previous research results, a range of stress concentration ratio obtained from the field tests, laboratory tests, numerical analysis on the GCP studies is found to be 1.7-3.2, 2.0-7.5 and 2.0-6.5, respectively. Based on the numerical analysis results, as the area replacement ratio increases, the stress concentration ratio increases up to 30% and then decreases at 40%. Also, the stress concentration ratio tends to increase up to 70:30 and then to decrease after 60:40.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.16 no.1
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• pp.18-26
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• 2004

In order to accelerate the rate of consolidation settlement, to reduce settlement, and to increase bearing capacity for soft ground under quay, sand compaction pile method (SCP) has usually been applied. SCP-reinforced ground is composite soil which consists of the sand pile and the surrounding soft soil. One of main important considerations in design and analysis for SCP-reinforced soils is stress concentration ratio according to area replacement ratio. In this paper, the numerical analysis was conducted to investigate characteristics of stress concentration ratio in composite ground. It was found that stress concentration ratio of composite ground is not constant as well as depends on several factors such as area replacement ratio, depth of soft soil, and consolidation process. The values of stress concentration ratio increase during loading stage due to stress transfer of composite soil, and reach up to 2.5∼12 according to area replacement ratio at the end of construction. After the end of consolidation, however, these values are converged to 2.5 to 6.0 irrespective of area replacement ratio due to increase in effective stress of soft soil during consolidation process.

• Journal of the Korean GEO-environmental Society
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• v.12 no.6
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• pp.5-15
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• 2011

In this study, centrifuge model tests were performed to investigate stress concentration ratio, stress characteristics of soft clay ground improved by granular compaction piles with changes of piles type, loading condition and area replacement ratio. From the results of rigid loading tests, while vertical stresses acting on clay ground is similar, vertical stresses acting on GCP is larger than those acting on SCP with same replacement ratio. Also, average stress concentration ratio is increased proportionally with increasing the area replacement ratio of GCP and SCP. It was evaluated that average stress concentration ratio of soft clay ground improved by GCP is larger than that of SCP. As a result of flexible loading tests, stress concentration ratio is the highest when replacement ratio of GCP and SCP is 40%. Average stress concentration ratio of soft clay ground improved by GCP is a little more higher than is improved by SCP.

• Journal of the Korean GEO-environmental Society
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• v.12 no.8
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• pp.33-38
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• 2011

Presently, domestic SCP method with low replacement ratio is required as alternative in order to overcome the profitability of the sand resource because of the deficiency phenomenon of the sand resource by the actual condition design and construction is made by SCP method with low replacement ratio more than 70% for the port construction in the safe side. Sand compaction pile(SCP) method has been mainly used to improve the properties of soft clay or loose sandy ground. In design of SCP at soft clay ground, it is very important to determine the stress concentration ratio of composite ground relevant to the area replacement ratio. In this study, 2-dimensional FEM analyses were carried out to evaluate the stress concentration ratio of composite ground depending upon the area replacement ratio. When the interpretation result replacement ratio was 30%, the stress assigned rate showed and as the replacement ratio was high, the stress assigned rate according to the sinkage showed the low stress assigned rate.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.11a
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• pp.263-264
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• 2003

서울의 지하철은 1974년 1호선이 개통된 이래로 현재 8개 노선 262개 역사가 개통/운행되고 있으며 약 40％의 수송 분담율을 담당하고 있다. 이는 건설중이거나 검토 중에 있는 지하역사를 고려할 때 계속해서 증가할 것으로 예상된다. 이와 같은 높은 수송분담율은 지하철 이용승객이 늘고 있으며 동시에 이용승객이 지하철을 이용하는 동안 지하철 시스템내의 실내공기환경에 노출되는 시간이 길어지고 있음을 의미한다. 최근에 수행된 연구결과에 의하면 지하철 시스템내의 공기질, 특히 지하역사내의 공기질은 역사내부의 여러 가지 영향인자들에 의해 밀집되는 것으로 판단된다. (중략)

• Journal of Korean Society of Transportation
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• v.17 no.5
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• pp.87-98
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• 1999

전통적인 교통계획 과정에서 이용되어 온 수요모형들은 대부분 수단선택과 통행배정을 나누어 실시하는 모형이 주를 이루어 왔다. 그러나 교통수단이 다양해짐에 따라 실제 통행자들은 통행 도중 환승을 통해 수단을 전환하는 경우가 발생하게 되며 이 경우 수단선택 과정과 통행배정 과정을 하나로 통합하여 분석할 필요가 있다. 따라서 기종점간 수단 분담율은 기점과 종점에서의 그 값이 다르지만 수단선택과 통행배정이 분리되어 있는 기존 모형을 적용할 경우, 출발과 도착시의 수단 분담율이 동일하게 나타나는 비현실적인 결과를 도출하게 된다. 이러한 문제는 통행수단을 통행의 기본단위로 보고, 수단통행량을 추정하기 때문에 그 수단을 이용하는 통행자들의 행태 대신 수단의 특성만이 모형화되기 때문이다. 따라서 기존의 교통계획 과정에서는 수단분담 과정과 통행배정과정이 분리됨에 따라 수단간 환승이 고려되지 않아 통행자들의 경로 구성과정을 정확히 표현하는데 어려움이 있었다. 또, 수단분담 모형으로 가장 많이 이용되는 로짓 모형의 경우 환승을 고려하면 비관련 대안간 독립성문제(CIA)가 발생하고, 환승경로 수요추정이 불가능해 사실상 통합 교통망과 같이 복수 수단이 운행하는 교통망은 분석하기 어렵게 된다. 본 연구에서는 이를 해결하기 위하여 사람통행(Person Trip)을 기반으로 하는 수단분담-통행배정 통합모형을 개발하고 기존의 결합모형과 그 결과를 비교하였다.

• Journal of the Korean Geotechnical Society
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• v.19 no.6
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• pp.107-114
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• 2003

Among soft ground treatment methods with granular soil used in domestic, the sand compaction pile method has been utilized greatly, but, as a result of exhaustion of sand and increase of unit cost, the necessity of an alternative method is suggested. In this study, the static load tests for crushed-stone compaction piles which were constructed on test field were performed. Based on test results, stress concentration ratios between the crushed-stone compaction pile and the soft ground were investigated and estimated. At loading pressure, settlement showed decreasing tendency as replacement rate increases. At replacement rate of 20%, yield pressure was smaller but, at replacement rates of 30% and 40%, settlement and yield pressure were similar. The stress concentration ratio was within the range of 1.7 to 3.0 and it was higher as replacement rate increased.

• Transportation Technology and Policy
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• v.4 no.3
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• pp.77-88
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• 2007

• Journal of Korean Society of Steel Construction
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• v.10 no.2 s.35
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• pp.177-186
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• 1998

The concrete filled steel tubular column have to superior in compressive load carrying capacity, compared with same section typed hollow steel tube column, and have many excellent structural properties, such as stiffness improvement by filled concrete, improvement of ductility by reinforced effect of local buckling, and the like. However, it has not clear the effect of interaction between steel tube and filled concrete, stress portion ratio and fracture mechanism of concrete. This study investigated to structural properties for high strength concrete filled steel tube column by loading conditions through a series of experiments. Especially, this study investigated the properties of structural behaviors for concrete filled steel tube column stress ratio by loading conditions and failure mechanism of filled concrete.

• Proceedings of the KSR Conference
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• 2002.05a
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• pp.119-125
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• 2002

1. 일본철도정비 역사의 주요변천 2. 동경권과 세계도시권의 철도비교 3. 일본철도사업 업태별 여객수송량 4. 수도권 철도의 수송 분담율 및 정비계획 5. 동경권 철도계획의 기본 방향(중략)