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인천국제공항 부지 해성 점토에 대한 피에조콘과 딜라토미터 시험 결과 비교
Comparison of Piezocone and Dilatometer Test Results on Inchon International Airport Marine Clay

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Authors
김주형; 김영웅; 김명모
Issue Date
2000-03
Publisher
한국지반공학회 = Korean Geotechnical Society
Citation
한국지반공학회 봄학술발표회 논문집, pp.677-684
Keywords
PiezoconeDilatometerUndrained shear strengthOCR
Abstract
Piezocone test as well as Dilatometer tests are used worldwide to evaluate the engineering properties of clay soils. The common strong points of the two tests is that they can estimate, by the identical test equipment, various properties of soils, which are the unit weight of soils of OCR, K0
,undrained shear strength(Su), coefficient of consolidaton(Ch)and soil classification etc..
A series of the two types of field tests are performed in this study on marine clays with low plasticity at Inchon International Airport construction site to estimate various properties of the soils such as Su, OCR, and Ch which are then compared each other as well as with the results of reference tests. The comparisons show that the way of interpretation is the most critical factor in obtaining confidential results for a certain engineering property for both tests.
Language
Korean
URI
http://hdl.handle.net/10371/7767
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Civil & Environmental Engineering (건설환경공학부)Others_건설환경공학부
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