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2019 Vol.35, Issue 12 Preview Page

Research Article

Analysis of Response Characteristics According to Permanent Displacement in Seismic Slope

지진시 비탈면의 영구변위 발생에 따른 응답특성 분석

Jae-Kwang Ahn1
,
Sangki Park2
,
Wooseok Kim3
,
Su-Won Son4*
안 재광1
,
박 상기2
,
김 우석3
,
손 수원4*
1Member, Research Officer, Earthquake and Volcano Research Division, KMA
2Senior Research, Multi-Disaster Countermeasures Organization, KICT
3Member, Senior Researcher, Dept. of Infrastructure Safety Research, KICT
4Member, Associate Researcher, Seismic Simulation Test Center, Pusan National Univ.
1정회원, 기상청 지진화산연구과 기상연구사
2비회원, 한국건설기술연구원 복합재난연구단 수석연구원
3정회원, 한국건설기술연구원 인프라안전연구본부 수석연구원
4정회원, 부산대학교 지진방재연구센터 전임연구원
* Corresponding Author
31 December 2019. pp. 135-145
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Abstract

비탈면 붕괴는 크게 내적요인과 외적요인으로 분류할 수 있다. 내적요인은 토층 깊이, 사면경사, 흙의 전단강도 등의 기존에 비탈면의 형성과 함께 내재 되어있는 공학적 요인이며, 외적요인은 지진과 같은 하중이다. 이때 최대가속도(PGA), 최대속도(PGV), Arias계수(I), 고유주기(Tp), 스펙트럼 가속도(SaT=1.0) 등은 지진의 외적요인으로 대변되는 값이다. 특히, 최대지반가속도(peak ground acceleration, PGA)는 지진의 지반 운동 크기를 정의하는 가장 대표적인 값이지만 동일한 최대 지반가속도 값을 가지는 진동이라도 지진의 지속시간에 따라 달라지는 사면에서의 변위를 충분히 고려하지 못하는 단점을 가지고 있다. 본 연구에서는 인공사면을 대상으로 2차원 평면변형률 조건의 수치해석을 수행하였으며, 다양한 지진 시나리오의 PGA를 0.2g로 스케일링하여 적용했을 때 비탈면에서 발생하는 응답특성을 분석하였다. 분석 결과, 비탈면의 상층부와 하층부의 응답은 활동면 발생 여부에 따라 차이를 보이며, 입력 지진파의 외적요인 보다는 소성변형을 유발시킨 진동 특성의 영향을 받는 것으로 나타났다.

The slope collapse can be classified into internal and external factors. Internal factors are engineering factors inherent in the formation of slopes such as soil depth, slope angle, shear strength of soil, and external factors are external loading such as earthquakes. The external factor for earthquake can be expressed by various values such as peak ground acceleration (PGA), peak ground velocity (PGV), Arias coefficient (I), natural period (Tp), and spectral acceleration (SaT=1.0). Specially, PGA is the most typical value that defines the magnitude of the ground motion of an earthquake. However, it is not enough to consider the displacement in the slope which depends on the duration of the earthquake even if the vibration has the same peak ground acceleration. In this study, numerical analysis of two-dimensional plane strain conditions was performed on engineered block, and slope responses due to seismic motion of scaling PGA to 0.2 g various event scenarios was analyzed. As a result, the response of slope is different depending on the presence or absence of sliding block; it is shown that slope response depend on the seismic wave triggering sliding block than the input motion factors.

Keywords
Numerical analysis
Plastic model
Seismic analysis
Sliding block
Slope

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Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 35
  • No :12
  • Pages :135-145
  • Received Date : 2019-12-02
  • Revised Date : 2019-12-12
  • Accepted Date : 2019-12-13
  • DOI :https://doi.org/10.7843/kgs.2019.35.12.135
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