COI code: ICOPMAS13_065
Paper Language: English
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Authors DESIGN CONSIDERATION OF PILES AGAINST LATERAL SPREADING CAUSED BY LIQUEFACTIONHamid Bayesteh - High Performance Computing Lab, School of Civil Engineering, University of Tehran, Tehran, Iran
High Performance Computing Lab School of Civil Eng Jandaghi Alaee - Civil Engineering Department, Shahrood University of Technology, Shahrood, Iran
Abstract:The liquefaction is response of loose saturated sand to cyclic loading of earthquake in which the sand loses its strength as a result of excess pore water pressure and tendsto liquefy. Accordingly, there is a high potential for lateral movement of soil on slop and severe damage to structures in coastal ports during earthquake as reported around theworld . Generally, excessive pore water pressure in vulnerable soils during earthquake has twofold unwanted effects on structures as: • lateral and vertical strength reduction of soil• additional lateral load due to the lateral spreading/movement of soils on slope In this study, the flexural mode of failure in marine piled-structure, as one of the most important cases of maritime structures is investigate and local strengthening of vertical piles in a real case is examined. Upper and lower band of lateral strength of soil is considered to adoptstrengthening length of piles.
COI code: ICOPMAS13_065
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Bayesteh, Hamid & High Performance Computing Lab School of Civil Eng Jandaghi Alaee, 2018, DESIGN CONSIDERATION OF PILES AGAINST LATERAL SPREADING CAUSED BY LIQUEFACTION, 13th International Conference on Coasts, Ports and Marine Structures, تهران, سازمان بنادر و دريانوردي, https://www.civilica.com/Paper-ICOPMAS13-ICOPMAS13_065.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Bayesteh, Hamid & High Performance Computing Lab School of Civil Eng Jandaghi Alaee, 2018)
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Type: state university
Paper No.: 55073
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