چکیده مقاله
Reinforced concrete continuous coverings are partly used as a fine revetment in river dikes In icy regions, there is the possibility of freezing the water surfaces If this condition happens, even once during the design period of a revetment, it will have severe destructive effects on it Therefore, the strength control of revetments under the ice loads caused by frozen water surface would be useful in sub zero conditions The most critical condition would be forming a frozen layer on water surface then lowering the water level under this frozen layer that may cause the frozen layer floated So far, analytical studying of the revetment strength under ice loads considering above situation has been carried out so less This method would be applicable in rivers capable of freezing in which concrete lining dikes is designed and applied In this paper, an analytical method is proposed to determine the concrete revetment strength under the condition of existence of nonzero shear force
کلیدواژهها
نویسندگان
Armaghan Abed-Elmdoust
PHD Student, School of Civil Engineering, University of Tehran, Tehran, Iran
Reza Kerachian
Associate Professor, School of Civil Engineering, University of Tehran, Tehran, Iran;
Hasan Ahmadi Karvigh
Armaghan Abed-Elmdoust PHD Student, School of Civil Engineering, University of Tehran, Tehran, IranReza Kerachian Associate Professor, School of Civil Engineering, University of Tehran, Tehran, Iran;
شیوه ارجاع
Abed-Elmdoust, Armaghan and Kerachian, Reza and Ahmadi Karvigh, Hasan,1391,An Analytical Estimation of the Strength of River Dikes Concrete Revetments Subjected to Ice Loads in Condition of Existence of Nonzero Shear Force,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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