Stability assessment of coastal clay slopes considering strength nonlinearity and sea level drawdown
Author:
Affiliation:
1. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, China
2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China
Funder
National Natural Science Foundation of China
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering
the Priority Academic Program Development of Jiangsu Higher Education Institutions
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2060151
Reference45 articles.
1. Stability Chart for Zero Tensile Strength Hoek-Brown Materials—The Variational Solution and its Engineering Implications
2. Undisturbed Samples of London Clay from the Ashford Common Shaft: Strength–Effective Stress Relationships
3. The stability of slopes in soils with nonlinear failure envelopes
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1. Seismic analysis of coastal slope stability considering strength nonlinearity and tension cut-off;Marine Georesources & Geotechnology;2024-05-23
2. Effect of sea level drawdown on coastal clay slope stability considering two strength criteria;Marine Georesources & Geotechnology;2024-02-08
3. Estimating Mohr–Coulomb Strength Parameters from the Hoek–Brown Criterion for Rock Slopes Undergoing Earthquake;Sustainability;2023-03-18
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