Liquefaction-induced settlements of residential buildings subjected to induced earthquakes

The paper evaluates the dynamic performance of existing residential houses affected by gas-extraction-induced earthquakes in an area of low tectonic seismicity where structures have not been designed against earthquake loading. The foundation consists of narrow spread footings (width, B 

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Bibliographic Details
Published in:Soil dynamics and earthquake engineering (1984) 2020-02, Vol.129, p.105880, Article 105880
Main Authors: Chaloulos, Yannis K., Giannakou, Amalia, Drosos, Vasileios, Tasiopoulou, Panagiota, Chacko, Jacob, de Wit, Sjoerd
Format: Article
Language:English
Subjects:
Aseismic buildings
Building codes
Buildings
Earthquake loads
Earthquakes
Effective stress
Houses
Housing
Induced seismicity
Liquefaction
Numerical analyses
Numerical analysis
Regression analysis
Residential areas
Residential buildings
Seismic activity
Seismicity
Settling
Shallow footings
Soil analysis
Soil conditions
Soil dynamics
Soil settlement
Soil stresses
Soil-structure interaction
Soils
Tectonics
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Description
Summary:The paper evaluates the dynamic performance of existing residential houses affected by gas-extraction-induced earthquakes in an area of low tectonic seismicity where structures have not been designed against earthquake loading. The foundation consists of narrow spread footings (width, B 
ISSN:0267-7261
1879-341X
DOI:10.1016/j.soildyn.2019.105880