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.
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"Simple is Best - Always question the truth and add even a little value." This is our mission. Through collaboration with the rapidly growing Macaferri (Italy) and its subsidiary Linear Composites (UK), which joined in June 2006, we aim to tackle challenges such as the development of geosynthetic parapets for soft ground stabilization measures and seismic design issues like liquefaction deformation suppression. We will continue to learn from everyone's wisdom and innovate daily.
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