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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Smart Structures and Systems, An International Journal Smart Structures and Systems, An International Journal Vol.24 No.6
- 발행연도
- 2019.1
- 수록면
- 793 - 802 (10page)
이용수
초록· 키워드
오류제보하기
The centrifuge model test is usually used for two-dimensional deformation and instability study of the soil slopes. As a typical loose slope, the municipal solid waste (MSW) landfill is easy to slide with large deformation, under high water levels or large earthquakes. A series of centrifuge model tests of landfill slide induced by rising water level and earthquake were carried out. The particle image velocimetry (PIV), laser displacement transducer (LDT) and marker tracer (MT) methods were used to measure the deformation of the landfill under different centrifugal accelerations, water levels and earthquake magnitudes. The PIV method realized the observation of continuous deformation of the landfill model, and its results were consistent with those by LDT, which had higher precision than the MT method. The deformation of the landfill was mainly vertically downward and increased linearly with the rising centrifugal acceleration. When the water level rose, the horizontal deformation of the landfill developed gradually due to the seepage, and a global slide surface formed when the critical water level was reached. The seismic deformation of the landfill was mainly vertical at a low water level, but significant horizontal deformation occurred under a high water level. The results of the tests and analyses verified the applicability of PIV in the two-dimensional deformation measurement in the centrifuge model tests of the MSW landfill, and provide an important basis for revealing the instability mechanism of landfills under extreme hydraulic and seismic conditions.
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등록된 정보가 없습니다.
참고문헌 (34)
참고문헌 신청
M. F. Bransby / 2008 / Centrifuge modelling of reverse fault–foundation interaction / Bulletin of Earthquake Engineering 6(4):607~628
Butterfield, R. / 1970 / A sterophotogrammetric method for measuring displacement fields / Geotechnique 20(3):308~314
Korhan Adalier / 2004 / Embankment Dam on Liquefiable Foundation—Dynamic Behavior and Densification Remediation / Journal of Geotechnical and Geoenvironmental Engineering 130(11):1214~1224
Hamoudy Ould Baba / 2012 / Large scale soil box test to investigate soil deformation and creep movement on slopes by Particle Image Velocimetry (PIV) / Soil and Tillage Research 125:38~43
Yun-min Chen / 2017 / Centrifuge modeling of municipal solid waste landfill failures induced by rising water levels / Canadian Geotechnical Journal 54(12):1739~1751
Butterfield, R. / 1970 / A sterophotogrammetric method for measuring displacement fields / Geotechnique 20(3):308~314
Korhan Adalier / 2004 / Embankment Dam on Liquefiable Foundation—Dynamic Behavior and Densification Remediation / Journal of Geotechnical and Geoenvironmental Engineering 130(11):1214~1224
Hamoudy Ould Baba / 2012 / Large scale soil box test to investigate soil deformation and creep movement on slopes by Particle Image Velocimetry (PIV) / Soil and Tillage Research 125:38~43
Yun-min Chen / 2017 / Centrifuge modeling of municipal solid waste landfill failures induced by rising water levels / Canadian Geotechnical Journal 54(12):1739~1751
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