Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions-Reference-Cited by-同舟云学术

Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions

Published:2021-03-10 Issue: Volume: Page:1-15
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Lei Guoping¹,Su Dong²^ORCID,Cabrera Miguel Angel³^ORCID

Affiliation:

1. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, Guangdong, P. R. China.

2. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, Guangdong, P. R. China; also Key Laboratory of Coastal Urban Resilient Infrastructure (MOE), Shenzhen University, Shenzhen, Guangdong, P. R. China (corresponding author).

3. Department of Civil and Environmental Engineering, Universidad de los Andes, Bogotá, Colombia.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.20.P.267

Reference45 articles.

1. Response of piles and casings to horizontal free-field soil displacements

2. PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till

3. Response of flexible piles under laterally linear movement of the sliding layer in landslides

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