General Winkler Model for Kinematic Responses of Shafts in Linear Soil
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Publication:5111953
DOI10.1142/S0219876219400048OpenAlexW2912005511MaRDI QIDQ5111953
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Publication date: 27 May 2020
Published in: International Journal of Computational Methods (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219876219400048
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Cites Work
- Theoretical framework for percolation threshold, tortuosity and transport properties of porous materials containing 3D non-spherical pores
- Effects of Axial Compression Ratio of Central Columns on Seismic Performance of a Multi-Story Underground Structure
- Influence of Incoherence and Wave Passage Effects on Seismic Performances of Long Immersed Tunnel
- SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part II: Solid–Liquid-Like Phase Transition and Flow-Like Landslides
- SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part I: Initiation Process and Slope Failure
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