Seismic liquefaction performance of strip foundations: Effect of ground improvement dimensions

Author:

Dimitriadi Vasiliki E.,Bouckovalas George D.,Chaloulos Yannis K.,Aggelis Argyris S.

Funder

European Union (European Social Fund – ESF)

National Strategic Reference Framework (NSRF)

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. Some factors affecting the settlement of structures due to sand liquefaction in shaking table tests;Hatanaka;Soil Found,1987

2. Subsidence of building foundation resting upon liquefied subsoil case studies and assessment;Acacio;Soils Found,2001

3. Stone columns as liquefaction countermeasure in non-plastic silty soils;Adalier;Soil Dyn Earthq Eng,2003

4. Centrifuge testing to evaluate and mitigate liquefaction-induced building settlement mechanisms;Dashti;J Geotech Geoenviron Eng,2010

5. Sitar N, Hausler E. Influence of ground improvement on liquefaction induced settlements: Observations from Case Histories and Centrifuge Experiments. In: Proceedings of the Invited Lecture presented to the Korean Geotechnical Society, Seoul, Korea, March 22, 2012; 2012.

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