Liquefaction mathematical analysis for improvement structures stability

• Main Authors: A. Namdar, A. K. Pelko, A. Nusrath
• Format: Article
• Language: English
• Published: Gruppo Italiano Frattura 2013-04-01
• Series: Frattura ed Integrità Strutturale
• Online Access: https://www.fracturae.com/index.php/fis/article/view/101

The stability of any structure is possible if foundation is appropriately designed. The Bandar abbas is the largest and most important port of Iran, with high seismicity and occurring strong earthquakes in this territory, the soil mechanical properties of different parts of city have been selected as the subject of current research. The data relating to the design of foundation for improvement of structure at different layer of subsoil have been collected and, accordingly, soil mechanical properties have been evaluated. The results of laboratory experiments can be used for evaluation of geotechnical characteristics of urban area for development a region with high level of structural stability. Ultimately, a new method for calculation of liquefaction force is suggested. It is applicable for improving geotechnical and structure codes and also for reanalysis of structure stability of previously constructed buildings.