Article | REF: C253 V1

Principles of soil-structure interaction under seismic disturbance. Kinematic effects and seismic stability

Authors: Stéphane BRÛLÉ, Fahd CUIRA

Publication date: May 10, 2018, Review date: July 20, 2020

You do not have access to this resource.
Click here to request your free trial access!

Already subscribed? Log in!


Français

5. Earthquake-resistant retaining structures

5.1 Pseudo-static method

SCROLL TO TOP

5.1.1 General principle

The seismic effects to be considered in a retaining wall calculation can be simulated using a pseudo-static approach, which assimilates the effects of the earthquake to equivalent inertial forces acting on both the soil mass and the retaining wall itself (figure 26 ).

You do not have access to this resource.

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource.
Click here to request your free trial access!

Already subscribed? Log in!


The Ultimate Scientific and Technical Reference

A Comprehensive Knowledge Base, with over 1,200 authors and 100 scientific advisors
+ More than 10,000 articles and 1,000 how-to sheets, over 800 new or updated articles every year
From design to prototyping, right through to industrialization, the reference for securing the development of your industrial projects

This article is included in

Soil mechanics and geotechnics

This offer includes:

Knowledge Base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

Practical Path

Operational and didactic, to guarantee the acquisition of transversal skills

Doc & Quiz

Interactive articles with quizzes, for constructive reading

Subscribe now!

Ongoing reading
Earthquake-resistant retaining structures