Article | REF: C254 V2

Slope stability - Landslides on soft ground

Author: Philippe REIFFSTECK

Publication date: November 10, 2015

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

Already subscribed? Log in!


Overview

Français

Read this article from a comprehensive knowledge base, updated and supplemented with articles reviewed by scientific committees.

Read the article

AUTHOR

  • Philippe REIFFSTECK: Research Director - IFSTTAR, Marne-la-Vallée (France)

 INTRODUCTION

Landslides are movements that affect slopes and natural hillsides. They can cause major damage to structures and buildings, with a significant economic impact, and sometimes result in casualties. They occur as a result of a natural event – heavy rainfall, bank erosion, earthquake, for example – or are the more or less direct consequence of human action, such as earthworks or deforestation. The study of landslides and the prevention of the risks they engender are the domain of applied geology and soil mechanics.

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
Slope stability