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2022 Vol.32, Issue 4 Preview Page

Research Article

Effects of Slope Location on the Boundary Condition in the 1g Shaking Table Test

1g 진동대시험에서 사면의 위치에 따른 경계조건 영향평가

Sugeun Jeong1
,
Yong Jin1
,
Daeheyon Kim2*
정 수근1
,
김 용1
,
김 대현2*
1Ph.D. Student, Department of Civil Engineering, Chosun University
2Professor, Department of Civil Engineering, Chosun University
1조선대학교 토목공학과 박사과정
2조선대학교 토목공학과 교수
*Corresponding Author
31 December 2022. pp. 535-545
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Abstract

Improving the stability of the ground in seismic design requires an understanding of the dynamic behavior of the ground under seismic loads. The shaking table test is an important methodology to provide this understanding. This study aimed to assess the influence on boundary conditions, as they are among the most important factors affecting the test. This was achieved by testing the influence of boundary conditions on the seismic responses of model slopes at different locations in the testing apparatus. A model slope was fabricated at different locations in a laminar shear box, and the influence of the boundary conditions was then measured. Each model slope was created at 100, 50, and 25 cm from the soil wall, and sine wave seismic loads of the same size were inputted. The results confirmed that the acceleration was amplified by the influence of the boundary in the case of the slope being located 25 cm from the boundary, whereas the influence of the boundary conditions decreased when the slope was located at 50~100 cm.

Keywords
shaking table
boundary condition
laminar shear box
model slope
seismic load

내진설계에서 지반의 안정성을 향상시키기 위해서는 지진하중을 받는 지반의 동적거동을 이해하는 것이 필수적이다. 따라서 지반의 동적거동을 이해하는데 진동대 시험은 중요한 실험 중 하나이다. 이러한 진동대 시험에서 가장 중요한 인자 중 하나인 경계조건에 대한 영향성을 확인하고자 하였다. 본 연구의 목적은 지진하중에 의한 모형사면의 위치별 경계조건의 영향성을 확인하고자 한다. 연성토조(laminar shear box, LSB)안에 모형사면을 제작하여 위치에 따라 경계조건의 영향을 확인하였다. 토조 벽면으로부터 100, 50, 25 cm 지점에 각각의 모형사면을 조성하여 동일한 크기의 정현파 지진하중을 입력하였다. 그 결과, 모형사면에 대한 진동대 실험 시 25 cm 지점에 위치한 경우는 경계조건의 영향을 크게 받아 가속도가 증폭하는 모습을 확인할 수 있었으며 50~100 cm 지점에 위치한 경우 경계조건의 영향이 감소하여 적합한 위치로 판단되었다.

키워드
진동대
경계조건
연성토조
모형사면
지진하중
References
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Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 32
  • No :4
  • Pages :535-545
  • Received Date : 2022-10-25
  • Revised Date : 2022-11-23
  • Accepted Date : 2022-11-28
  • DOI :https://doi.org/10.9720/kseg.2022.4.535
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