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Pore pressure model based on accumulated stress

Authors
Park, TaehyoPark, DuheeAhn, Jae-Kwang
Issue Date
Jul-2015
Publisher
SPRINGER
Keywords
Pore water pressure; Damage parameter; Cyclic stress ratio; Accumulated shear stress
Citation
BULLETIN OF EARTHQUAKE ENGINEERING, v.13, no.7, pp.1913 - 1926
Indexed
SCIE
SCOPUS
Journal Title
BULLETIN OF EARTHQUAKE ENGINEERING
Volume
13
Number
7
Start Page
1913
End Page
1926
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/156850
DOI
10.1007/s10518-014-9702-1
ISSN
1570-761X
Abstract
We present a pore pressure model that predicts the build-up of residual pore pressure from accumulated shear stress. The main advantage of the model is that all of the input parameters can be selected from a CSR (cyclic stress ratio)- (number of cycles required for liquefaction) curve measured from a stress-controlled test. The formulation of the model and guidelines for selecting its parameters are presented. Comparisons with measurements validated the applicability of the model and also the parameter selection procedure. Further comparisons with another accumulated stress-based model highlight the superiority of the proposed model in terms of accuracy and ease-of-use.
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서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles

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서울 공과대학 (서울 건설환경공학과)
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