Stability assessment of slope in front of piles in tunnel-landslide systems using displacement-based methods-Reference-Cited by-同舟云学术

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Stability assessment of slope in front of piles in tunnel-landslide systems using displacement-based methods

Published:2024-03 Issue: Volume:45 Page:101203
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Li Tao^ORCID,Chen Gang

Publisher

Elsevier BV

Reference63 articles.

1. Analysis of pile stabilized slopes based on soil–pile interaction;Ashour;Comput Geotech,2012

2. The use of the slip circle in the stability analysis of slopes;Bishop;Géotechnique,1955

3. Bishop AW, Morgenstern N. Stability Coefficients for Earth Slopes. Géotechnique 1960;10:129–53. https://doi.org/10.1680/geot.1960.10.4.129.

4. Lateral resistance of piles in cohesionless soils;Broms;J Soil Mech Found Div,1964

5. Viggiani C. Ultimate lateral load on piles used to stabilize landslides. Proc. 10th Int. Conf. on SMFE 1981;3:55–560.

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