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- W2326436958 abstract "In the assesment of slope stability of soil structures against earthquakes, only conventional method such as so-called pseudo-static method is approved officially in aseismic design standard and seismic response analysis method is regarded as only supplemental method in Japan. In order to authorize seismic response analysis, it is necessary for the engineers to understand clearly the reciprocal relation between both methods. But the one concerning failure patterns set up by both methods remains unknown. In this paper, in order to clarify the mechanism resulting in each failure pattern, at first characteristics of failure supposed in conventional method will be discussed on the basis of experiments in which model slopes of sands are to be failured statically with the horizontal gravity force generated by inclination of them. Above test results will be simulated by FEM analysis combined with joint element method, then the patterns of statical failures of slopes will be clarified." @default.
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- W2326436958 date "1986-12-20" @default.
- W2326436958 modified "2023-09-27" @default.
- W2326436958 title "STATIC FAILURE TESTS BY INCLINATION ON MODEL SLOPES OF SOILS AND NUMERICAL SIMULATION OF THEM" @default.
- W2326436958 cites W1989991361 @default.
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- W2326436958 doi "https://doi.org/10.2208/jscej.1986.376_31" @default.
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