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Research Article

A Study on the Prevention Effect of Lateral Movement by Finite Element Analysis

유한요소해석에 의한 측방이동 방지효과에 대한 연구

Choon-Sik Park1*
,
Tae-Kyung Rho2
박 춘식1*
,
노 태경2
1Member, Prof., Dept. of Civil Environment Chemical Engrg., Changwon National Univ.
2Graduate Student, Dept. of Eco Friendly Offshore FEED Engrg., Changwon National Univ.
1정회원, 창원대학교 토목환경화공융합공학부 교수
2비회원, 창원대학교 친환경해양플랜트 FEED공학 석사과정
* Corresponding Author
31 December 2018. pp. 71-82
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Abstract

This study presents a reasonable and economical DCM reinforcement length for the various factors (the embankment height, the distance from the embankment to the underground structure, the depth of the soft ground, and the compression index and the swelling index of the soft ground) that affect the stability of the structure due to lateral movement. Based on these results, we analyzed each factor’s degree of influence and figured out which factor influenced the lateral movement most. The cross section of the embankment on the soft ground was modeled by using the Finite Element Program and reinforced with DCM. The results show that the increase rate of the reinforcement length with the increase of the embankment height is about 9～50%, the increase rate of the reinforcement length with the depth of soft ground is about 13～30%, and the increase rate of the reinforcement length with increasing compression index is about 3～25%. In addition, the influence of each factor on each other was analyzed. As a result, among the separation distance, the compressive index and the maximum to minimum slope ratio of the reinforcement length of the embankment height, the separation distance was the largest for the depth of soft ground. As the depth of the soft ground increases, the ratio of the maximum to minimum slope of the reinforcement length according to the embankment height is 3.75, the ratio of the maximum to minimum slope of the reinforcement length according to the spacing distance is 4.3, and the ratio of maximum to minimum slope according to compression index is 2.5. From these results, it is confirmed that the three factors are greatly affected by the depth of soft ground.

Keywords
Lateral movement
Soft ground
Finite element analysis
Deep mixing method
Compression index

본 연구는 측방이동으로 인한 구조물의 안정성에 영향을 주는 각 인자(성토 높이, 성토부로부터 지하매설물까지의 이격 거리, 연약지반의 깊이, 연약지반의 압축지수 및 팽창지수)별에 대한 합리적이고 경제성 있는 보강길이를 제시하였다. 이러한 결과들을 토대로 각 인자들의 영향 정도를 파악하고, 어떠한 인자가 측방이동에 가장 영향을 미치는가를 파악하였다. 유한요소 해석프로그램을 이용하여 연약지반 상에 성토가 이루어지는 경우의 단면을 모델링하여 해석을 수행하였으며, 연약지반의 보강은 심층혼합공법(DCM)을 이용하였다. 그 결과 성토 높이 증가에 따른 보강길이의 증가율은 약 9～50%, 연약지반 심도 증가에 따른 보강길이의 증가율은 약 13～30%, 성토부로부터 지하 매설물의 이격 거리 감소에 따른 보강길이의 증가율은 약 7～25%, 압축지수 증가에 따른 보강길이의 증가율은 약 3～25%로 나타났다. 또한 각 인자별로 서로에 대한 영향성을 분석하였다. 그 결과 연약지반 심도의 보강길이 최대 최소 기울기 비는 이격거리 변화에 큰 영향을 받았으며 이외의 인자들은 연약지반 심도의 변화에 따라 최대 최소 기울기 비가 큰 영향을 받았다. 한편 연약지반의 심도가 깊어질수록 성토높이에 따른 보강길이의 최대-최소기울기의 비는 3.75, 이격 거리에 따른 보강길이의 최대-최소기울기의 비는 4.3, 압축지수에 따른 최대-최소기울기의 비는 2.5로 나타났다. 이를 통해 세 개의 인자는 연약지반의 심도에 대한 영향을 크게 받는 것으로 확인되었다.

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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 : 34
  • No :12
  • Pages :71-82
  • Received Date : 2018-10-30
  • Revised Date : 2018-12-03
  • Accepted Date : 2018-12-04
  • DOI :https://doi.org/10.7843/kgs.2018.34.12.71
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