Abstract

The Russian standards have not provided a method for calculating the pressure on the diaphragm wall under seismic impacts. Vietnamese geotechnical standards use the approach outlined in Eurocode-8. In this study, an empirical and analytical method for determining the maximum pressure on the diaphragm wall for typical types of engineering and geological conditions in Vietnam are proposed based on the pseudo-static method and numerical studies. The results are compared with the values obtained from PLAXIS-2D program, showing a good agreement.

Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call