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철도노반개량을 위한 고압분사 사례연구 : 해성점토지반에서의 강도증대효과를 중심으로
천병식(Chun Byung-Sik),최현석(Choi Hyun-Seok) 한국철도학회 1998 한국철도학회 학술발표대회논문집 Vol.- No.-
Several soil improvement methods are applied to stabilize soft ground. But their improvement effects are known to be reduced in view of strength under poor conditions such as marine clay. The purpose of this paper is to investigate the strength increase effects of super injection grouting on the marine clay. A series of laboratory tests and chemical analysis tests has been performed. Through this study, the causes of strength inferiority of treated soil was analyzed and soil improvement effects of grouted soil was presented.
천병식(Byung-Sik Chun),권형석(Hyung-Seok Kwon) 한국철도학회 1999 철도저널 Vol.2 No.4
The use of compaction grouting evolved in 1950's to correct structural settlement of buildings. Over the almost 50 years, the technology has been developed and is currently used in wide range of applications. Compaction grouting, the injection of a very stiff, 'zero-slump' mortar grout under relatively high pressure, displaces and compacts soils. It can effectively repair natural or man-made soil strength deficiencies in variety of soil formations. Major applications of compaction grouting include densifying loose soils or fill voids caused by sinkholes, poorly compacted fills, broken utilities, improper dewatering, or soft ground tunneling excavation. Other applications include preventing liquefaction, re-leveling settled structures, and using compaction grout bulbs as structural elements of minipiles or underpinning. In this paper, on the basis of the case history constructed in this year, a study has been performed to analyze the basic mechanism of the compaction grouting. Also, the effectiveness of the ground improvement and the bearing capacity of the compaction pile has been verified by the Cone Penetration Test(CPT) and Load Test. Relatively uniform compaction grouting column could be maintained by planning the quality control in the course of grouting. And, the Quality Control Plan has been conceived using grout pressure, volume of grout and drilling depth.
Granular Pile에 의해 개량된 연약지반의 지지력 및 침하특성
천병식(Chun Byung-Sik),여유현(Yeoh Yoo-Hyeon) 한국철도학회 2002 한국철도학회 학술발표대회논문집 Vol.- No.-
Sand Compaction Pile (SCP) method, which uses sand material, is frequently used in Korea. However, the use of sand for SCP faces environmental and economical problems with the shortage of its resources. Therefore, it is necessary to substitute other materials for compaction piles. One of the alternatives is using gravel in lieu of sand. Granular Pile, constituted with sand and crushed-stone, is one of the methods to improve soft clay and loose sandy ground. In this study, modeled pile load tests are performed in test cell. The observations are made on the consolidation and the variation of water table of three different grounds, original, sand pile installed, and granular pile installed ground. In addition, engineering characteristics such as bearing capacity, settlement and drainage are investigated. The test results show that Gravel Compaction Pile (GCP) is more efficient for increasing bearing capacity and reducing settlement than SCP and had similar pore water pressure dissipation to sand. Therefore, the results show that GCP can be a good substitution for SCP.
해성점토지반 개량을 위한 소일크리트 고화재의 적용성에 관한 연구
천병식(BYUNG-SIK CHUN),김진춘(JIN-CHUN KIM) 한국해양공학회 2000 韓國海洋工學會誌 Vol.14 No.3
In this paper, the effect of ground improvement and the countermeasure for the increase of strength in soft ground(wasted fill, marine clay) was studied through utilization of Soilcrete Cement as a matetial of gound improvement. Soil samples were obtained from ○○○ sanitary landfill to assess the applicability of the clay liner using Soilcrete Cement. Several laboratory tests were performed with the samples and skin corrosion tests of steel pipe covered with Soilcrete Cement were performed As a result, Soilcrete Cement is considered to be applicable to the construction site and to be effective for the prevention of the corrosion of the steel pipe.