Stability Analysis of the Embankment Model

Autor:	Gopalakrishna, G. S., Namdar, Abdoullah
Jazyk:	angličtina
Rok vydání:	2009
Předmět:	lcsh:TA1-2040 shaking table liquefication Embankment sand shaking table sand lcsh:Architecture lcsh:Engineering (General). Civil engineering (General) lcsh:NA1-9428
Zdroj:	Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol LV (LIX), Iss 4, Pp 9-20 (2009) Bulletin of the Polytechnic Institute of Jassy, CONSTRUCTIONS. ARCHITECTURE Section, Tomme LV (LIX), Fascicle 4, pages 9-20 (2009)
ISSN:	1224-3884
Popis:	In analysis of embankment model affected by dynamic force, employment of shaking table is a scientific way in assessment of earthquake behavior. This work focused on saturated loose sandy foundation and enbankment. The results generated through the pore pressure sensors indicated pore water pressure playing main role in creation of liquefaction and stability of the system, and also revealed deformation, settlement, liquefaction intensity and time stability of system in direct correlation with the strength and characteristics of soil. One of the economical methods in stabilization of soil foundation is improvement of some part soil foundation.
Databáze:	OpenAIRE
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