한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2010년도 추계 학술발표회
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- Pages.539-545
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- 2010
대형평판재하시험의 지중응력 측정결과를 이용한 연암의 변형계수 산정
Estimation of deformation modulus for rock mass using stress distribution under ground in Large Plate Load Test
- 박원태 ((주)동성엔지니어링 지반터널부) ;
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이민희
((주)지텍크) ;
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최용규
(경성대학교 건설.환경공학부) ;
- 김석찬 ((주)동성엔지니어링 지반터널부) ;
- 김정환 ((주)동성엔지니어링 지반터널부)
- Park, Won-Tae (DongSung Engrg. Co., Ltd.) ;
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Lee, Min-Hee
(G-TECH. Co., Ltd.) ;
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Choi, Yong-Kyu
(Dept. of Civil & Environment Eng., Kyunsung Univ.) ;
- Kim, Seok-Chan (DongSung Engrg. Co., Ltd.) ;
- Kim, Jung-Hwan (DongSung Engrg. Co., Ltd.)
- 발행 : 2010.09.09
초록
The field plate test has a good potential for determining since it measures both plate pressure and settlement. The deformation modulus of rock mass is differently measured for status of structures. The values of deformation modulus are obtained from laboratory test (uniaxial and triaxial test) and field test (pressuremeter test). Plate load test should be conducted by different loading plate sizes for geological structure of rock mass and scale of structures. In this paper, large plate load tests were performed to predict of structure's behavior and evaluate the ultimate bearing capacity of the foundation on soft rock. Simultaneously, deformation modulus of rock mass was estimated by back analysis of stresses measured in field test under rock mass. Finally, we verified the validation of deformation modulus of rock mass through result of large plate load test and numerical simulation.