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- W2188302456 abstract "This paper presents the seismic response analysis of earth dam embanked with sustainable material, a controlled low-strength material (CLSM), using finite element (FE) methods. The Young's moduli of CLSM are obtained from laboratory tests for different ages including 1, 7, 28 days and two different binder mixtures. Two-dimensional planar strain is employed in the FE formulation of transient analyses. Typical examples will be employed for comparison study of earth dam embanked using CLSM and sandy soil or concrete. Emphasis is put on the time history responses of the earth dam embanked with with CLSM at different ages, with different binder mixtures and compared with different materials. Programs will be coded in MATLAB and the numerical results will be checked with exact solutions. Results are expected to assure the applicability and advantages of CLSM as a suitable sustainable material employed for earth embankment in geotechnical engineering." @default.
- W2188302456 created "2016-06-24" @default.
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- W2188302456 date "2014-01-01" @default.
- W2188302456 modified "2023-09-27" @default.
- W2188302456 title "Seismic Response Analysis of Earth Dams Embanked with Soil- based Controlled Low-Strength Materials Using Finite Element Method" @default.
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