Underdip Toppling Failure Mechanism: Case Study Retrospective Analysis and Its Most Determinant Parameters-Reference-Cited by-同舟云学术

Underdip Toppling Failure Mechanism: Case Study Retrospective Analysis and Its Most Determinant Parameters

Published:2019-06 Issue:6 Volume:19 Page:05019005
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

García-Moya S. A.¹^ORCID,González-Galindo J.²,Olalla C.³

Affiliation:

1. Ph.D. Student, Dept. of Soil Engineering, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Univ. Politécnica de Madrid, Calle del Profesor Aranguren, 3, Madrid 28040, Spain (corresponding author). ORCID: .

2. Associate Professor, Dept. of Soil Engineering, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Univ. Politécnica de Madrid, Calle del Profesor Aranguren, 3, Madrid 28040, Spain.

3. Full Professor & Head of Dept., Dept. of Soil Engineering, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Univ. Politécnica de Madrid, Calle del Profesor Aranguren, 3, Madrid 28040, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001408

Reference27 articles.

1. Limits to common toppling: Discussion

2. Limits to common toppling

3. Limits to common toppling: Reply

4. Rock topples in the highway cut west of Clairvaux Creek, Jasper, Alberta

5. Slope stability analysis by strength reduction

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