Earthquake-Induced Landslides

Initiation and run-out analysis by considering vertical seismic loading, tension failure and the trampoline effect

  • Yingbin Zhang

Part of the Springer Natural Hazards book series (SPRINGERNAT)

Table of contents

About this book

Introduction

This book sheds new light on improved methods for the study of the initiation and run-out of earthquake-induced landslides. It includes an initiation study method considering tension-shear failure mechanism, an improved rigorous dynamic sliding block method based on dynamic critical acceleration and a run-out analysis of earthquake-induced landslide by considering trampoline effect, all of which offer higher accuracy and more convenience to landslide study. The book contains abundant illustrations, figures and tables, which make it appealing for readers to acquire pragmatic tools of landslide research.

Keywords

seismic slope stability extension of discontinuous deformation analysis application in cohesive-frictional slope analysis dynamic sliding block method slope stability analysis earthquake-induced geo-hazard numerical methods and limit analysis

Authors and affiliations

  • Yingbin Zhang
    • 1
  1. 1.Department of Geotechnical EngineeringSouthwest Jiaotong UniversityChengduChina

Bibliographic information

  • DOI https://doi.org/10.1007/978-981-10-2935-6
  • Copyright Information Science Press, Beijing and Springer Nature Singapore Pte Ltd. 2018
  • Publisher Name Springer, Singapore
  • eBook Packages Earth and Environmental Science
  • Print ISBN 978-981-10-2934-9
  • Online ISBN 978-981-10-2935-6
  • Series Print ISSN 2365-0656
  • Series Online ISSN 2365-0664
  • About this book