How do granular columns affect the seismic performance of non-uniform liquefiable sites and their overlying structures?

Author:

Badanagki Mahir,Dashti Shideh,Paramasivam Balaji,Tiznado Juan Carlos

Funder

Chilean National Commission for Science and Technology

CONICYT PCHA/Doctorado Nacional

Publisher

Elsevier BV

Subject

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

Reference53 articles.

1. Evaluation of pile foundation response to lateral spreading;Abdoun;Int J Soil Dyn Earthq Eng,2002

2. Mitigation of liquefaction and associated ground deformations by stone columns;Adalier;J Eng Geol,2004

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

4. Minimum design loads for buildings and other structures (ASCE7);ASCE. (American Society of Civil Engineers),2010

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