Newmark method
We will suppress the residual displacement amount so that it does not exceed the allowable displacement amount!
The residual displacement of embankments caused by earthquakes mainly concerns the displacement amount due to the sliding of sliding soil masses. The "Newmark Method" is a construction method that suppresses the residual displacement amount through the installation of geosynthetics. As a method for analyzing residual deformation against Level 2 seismic motion for high embankments, this method selects the design seismic motion considering embankment conditions, topography, geology, etc. 【Calculation of Residual Displacement】 ■ Calculation of horizontal seismic intensity when the sliding safety factor Fs = 1.0 after the installation of geosynthetics ■ Calculation of yield acceleration based on peak strength and residual strength ■ Calculation of residual displacement amount ■ Ensuring that the residual displacement amount is within the allowable displacement amount ■ Suppressing the residual displacement amount through the installation of geosynthetics *For more details, please refer to the PDF document or feel free to contact us.
- Company：エターナルプレザーブ
- Price：Other
