Effect of seismic loading onV-H-M capacity of well foundation
Author:
Affiliation:
1. Indian Institute of Technology Roorkee, Uttarakhand, India
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/54/10_v10.OS-43-03/_pdf
Reference6 articles.
1. 1) Gerolymos, N., Zafeirakos, A., & Karapiperis, K. (2015). Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading. Soil Dynamics and Earthquake Engineering, 78, 154–174. https://doi.org/10.1016/j.soildyn.2015.07.012
2. 2) Karapiperis, K., & Gerolymos, N. (2014). Combined loading of caisson foundations in cohesive soil: Finite element versus Winkler modeling. Computers and Geotechnics, 56, 100–120. https://doi.org/10.1016/j.compgeo.2013.11.006
3. 3) Suryasentana, S. K., Dunne, H. P., Martin, C. M., Burd, H. J., Byrne, B. W., & Shonberg, A. (2020). Assessment of numerical procedures for determining shallow foundation failure envelopes. Geotechnique, 70(1), 60–70. https://doi.org/10.1680/jgeot.18.P.055
4. 4) Vulpe, C., Gourvenec, S., & Power, M. (2014). A generalised failure envelope for undrained capacity of circular shallow foundations under general loading. Géotechnique Letters, 4(3), 187–196. https://doi.org/10.1680/geolett.14.00010
5. 5) Zafeirakos, A., & Gerolymos, N. (2014). Towards a seismic capacity design of caisson foundations supporting bridge piers. Soil Dynamics and Earthquake Engineering, 67, 179–197. https://doi.org/10.1016/j.soildyn.2014.09.002
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