Equivalent-uniform soil model for the seismic response analysis of sites improved with inclusions-Reference-Cited by-同舟云学术

Equivalent-uniform soil model for the seismic response analysis of sites improved with inclusions

Published:2006-08-14 Issue: Volume: Page:801-807
ISSN:
Container-title:Numerical Methods in Geotechnical Engineering
language:
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Author:

Bouckovalas G

Publisher

Taylor & Francis

Link

http://www.crcnetbase.com/doi/pdf/10.1201/9781439833766.ch116

Reference2 articles.

1. Baez, J.I. & Martin, G.R. 1993, Advances in the design of sis of horizontally layered soil deposits. User's Guide, vibro systems for the improvement of liquefaction resis- Center for Geotechnical Modeling, Civil Engineering tance. Symposium of Ground Improvement, Vancouver Department, UC Davis

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2. Reliability assessment of the performance of granular column in the nonuniform liquefiable ground to mitigate the liquefaction-induced ground deformation;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2020-10-26

3. Seismic response evaluation of structures on improved liquefiable soil;European Journal of Environmental and Civil Engineering;2019-04-05

4. Dense Granular Columns in Liquefiable Ground. I: Shear Reinforcement and Cyclic Stress Ratio Reduction;Journal of Geotechnical and Geoenvironmental Engineering;2016-07

5. Parametric study of the seismic ground response of a linear visco-elastic soil layer improved by stone columns or pile-like elements;geotechnik;2015-12