물 자연 그리고 사람 - 물로 더 행복한 세상을 만들어가겠습니다.
HOME성과논문실적

논문실적

Dynamic characteristics of common soil models used in non-linear deformation analyses of embankment dams 게시글의 제목, 학술지명, 저자, 발행일, 작성내용을 보여줌
Dynamic characteristics of common soil models used in non-linear deformation analyses of embankment dams
학술지명 U.S. Society on Dams Annual Conference 저자 Armstr,박동순,Gullen
발표일 2018-05-02

A evaluation is presented of the dynamic characteristics of two soil models and their impacts on the non-linear deformation analysis results for an entire embankment dam. The two models considered in this evaluation are the Mohr-Coulomb and the UBCHYST soil models. The evaluation provided in this paper is to compare the computed embankment response with these two models are compared to the measured response of Lenihan Dam to the 1989 Loma Prieta earthquake so as to better understanding the impacts of the different soil models.

목록