Soil–Structure Interaction of Plates on Earth Beds with Geosynthetic Inclusion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s40098-018-0327-1.pdf
Reference49 articles.
1. Selvadurai APS (1979) Elastic analysis of soil–foundation interaction. Elsevier Scientific Publishing Company, The Netherlands
2. Kerr AD (1964) Elastic and viscoelastic foundation models. J Appl Mech 31(3):491–498
3. Kneifati MC (1985) Analysis of plates on a Kerr foundation model. J Eng Mech ASCE 111(11):1325–1342
4. Rajapakse RKND, Shah AH (1989) Constraint variational schemes for analysis of rectangular plates on an elastic half space. Comput Struct 31(6):977–983
5. Civalek Ö (2007) Nonlinear analysis of thin rectangular plates on Winkler–Pasternak elastic foundations by DSC–HDQ methods. Appl Math Model 31(3):606–624
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2. Experimental studies of the various soils bedding influence on the stress-strain state of a layered subsoil base of the slab foundation;E3S Web of Conferences;2021
3. Effect of aspect ratio of footings on settlement response of geosynthetic-reinforced granular fill-soft soil system;European Journal of Environmental and Civil Engineering;2019-08-30
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