Estimation of probabilistic seismic sliding displacement and pseudo-static coefficients (k15) for seismic stability assessment of slopes in the southern Lower Mainland, British Columbia-Reference-Cited by-同舟云学术

Estimation of probabilistic seismic sliding displacement and pseudo-static coefficients (k15) for seismic stability assessment of slopes in the southern Lower Mainland, British Columbia

Published:2022-10 Issue: Volume:161 Page:107364
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yeznabad Ali Fallah^ORCID,Molnar Sheri^ORCID,El Naggar M. Hesham^ORCID,Ghofrani H.^ORCID

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference59 articles.

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3. The case for an advanced national earthquake monitoring system for Canada’s cities at risk;Adams;Proc. 7th US Natl. Conf. Earthq. Eng. Boston, United States. Pap.,2002

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1. Regional scale assessment of the seismic performance of natural slopes;Japanese Geotechnical Society Special Publication;2024

2. Seismic reliability analysis of slope in spatially variable soils using multiple response surfaces;Engineering Computations;2023-11-07

3. Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes;Journal of Geotechnical and Geoenvironmental Engineering;2023-06