Winkler model for dynamic response of composite caisson-piles foundations: Lateral response
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference20 articles.
1. Winkler model for lateral response of rigid caisson foundations in linear soil;Gerolymos;Soil Dynamics and Earthquake Engineering,2006
2. Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities;Gerolymos;Soil Dynamics and Earthquake Engineering,2006
3. Static and dynamic response of massive caisson foundations with soil and interface nonlinearities—validation and results;Gerolymos;Soil Dynamics and Earthquake Engineering,2006
4. Horizontal stiffness of arbitrarily shaped embedded foundations;Gazetas;Journal of Geotechnical Engineering, ASCE,1987
5. Horizontal damping of arbitrarily shaped embedded foundations;Gazetas;Journal of Geotechnical Engineering, ASCE,1987
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