Stability Analysis of Gravity Quay walls – Case Study, TebenPort
Publish place: 15th Civil Students Conference Nationwide
Publish Year: 1393
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
CESC15_119
تاریخ نمایه سازی: 12 دی 1393
Abstract:
Gravity quay walls are a common type of structures in construction of small ports. However these types of quay wall are relatively cost effective and easy to perform, but because of their considerable weight, there are some problems due to the stability of their foundation. In the region with high seismic activity, the problems due to stability of these types of quay wall will be pronounced, mainly because of enhancement in the soil lateral pressure behind walls aswell as the effect of hydrodynamic forces. In this paper at first the design concepts of this type of quay walls will be reviewed and after that the constructed gravity quay wall in Teben Port in southern Iran will be introduced and discussed
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Authors
Samira Karimnader
Graduate Student, University of Guilan
Mir-Ahmad Lashte Neshaei۲
Associate Professor, University of Guilan
Mehran Karimpour-Fard
Assistant Professor, University of Guilan
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