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2020 Vol.36, Issue 6 Preview Page

Research Article

Evaluation of Input Parameters in Constitutive Models Based on Liquefaction Resistance Curve and Laboratory Tests

액상화 저항곡선과 실내실험에 기반한 구성모델 입력변수의 산정

Do Van Tung1
,
Nghiem Xuan Tran2
,
Byeong-Soo Yoo2
,
Sung-Ryul Kim3*
Tung Do Van1
,
Tran Nghiem Xuan2
,
유 병수2
,
김 성렬3*
1Member, Graduate Student, Dept. of Civil & Environmental Eng., Seoul National Univ.
2Member, Ph.D. Student, Dept. of Civil & Environmental Eng., Seoul National Univ.
3Member, Associate Prof., Dept. of Civil & Environmental Eng., Seoul National Univ.
1정회원, 서울대학교 건설환경공학부 석사과정
2정회원, 서울대학교 건설환경공학부 박사과정
3정회원, 서울대학교 건설환경공학부 부교수
* Corresponding Author
30 June 2020. pp. 35-46
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Abstract

액상화 구성모델의 입력변수는 실내외 실험 등을 통해 지반 및 하중 조건에 적합한 값을 결정하는 것이 중요하지만, 설계 실무에서는 시험수행의 어려움 등으로 입력변수의 결정 및 해석결과의 검증이 어려웠다. 본 연구에서는 반복 직접전단시험에 대한 수치모델링을 수행하여 액상화 구성모델 중 Finn 모델과 PM4Sand 모델의 적용성을 분석하였다. 그 결과, Finn 모델은 과잉간극수압의 최대값 도달시점은 모사할 수 있었지만 항복 이후의 과잉간극수압 응답 및 응력-변형률 거동을 모사하는데 한계가 있었다. 이에 반해, PM4Sand 모델은 액상화 도달시점 및 및 액상화 이후의 응력-변형률 거동을 잘 모사할 수 있었다. 최종적으로, 설계조건에 맞는 액상화 저항전단응력비 CRR을 모사할 수 있는 액상화 모델의 입력변수 산정절차를 제안하고 PM4Sand 모델의 입력변수를 산정하는 간편식을 제안하였다.

The input parameters for numerical simulation of the liquefaction phenomenon need to be properly evaluated from laboratory and field tests, which are difficult to be performed in practical situations. In this study, the numerical simulation of the cyclic direct simple shear test was performed to analyze the applicability of Finn and PM4Sand models among the constitutive models for liquefaction simulation. The analysis results showed that the Finn model properly predicted the time when the excess pore water pressure reached the maximum, but failed to simulate the pore pressure response and the stress-strain behavior of post-liquefaction. On the other hand, the PM4Sand model properly simulated those behaviors of the post liquefaction. Finally, the evaluation procedure and the equations of the input parameters in the PM4Sand model were developed to mach the liquefaction cyclic resistance ratio corresponding to design conditions.

Keywords
Calibration
Direct simple shear test
Earthquake
Liquefaction
Numerical analysis

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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 : 36
  • No :6
  • Pages :35-46
  • Received Date : 2020-04-26
  • Revised Date : 2020-06-23
  • Accepted Date : 2020-06-23
  • DOI :https://doi.org/10.7843/kgs.2020.36.6.35
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