A Study on Scour Failure at Bridge Foundation

Magdi M. E. Zumrawi, Hassan A. Abusim
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Abstract

The success of a bridge relies on proper design and construction of its foundations. A Literature concerning water scouring atbridge foundation and some cases of bridge failure were intensively reviewed. Two global cases and a local case of foundation failurecaused collapse of the bridge structure were selected for this study. The study was concentrated on Manshia Bridge in Khartoum. Theinvestigation involved field survey and laboratory testing on this project to examine the existing foundation conditions. The easternabutment investigated experienced sever failures in forms of excessive scouring and settlement in the embankment and the foundationpiles surrounded by water. The causes of these failures were found mainly linked to the high scouring rate of water lead to washout the soil from the embankment of the abutment and the foundation piles. The foundation design mistakes, poor construction, inadequate abutment protection and lack of maintenance were detected as the main cause of the bridge failure. To protect abutment against scouring problem, it is recommended to use rock protection for the embankment and river bed around the abutment.
桥梁基础冲刷破坏研究
一座桥梁的成功取决于其基础的合理设计和施工。本文对桥梁基础上的水冲刷及一些桥梁破坏案例进行了综述。本研究选取了2个整体案例和1个局部案例作为基础破坏的研究对象。这项研究集中在喀土穆的曼什亚桥。调查包括实地调查和实验室测试,以检查现有的基础状况。所调查的东侧桥台发生了严重的破坏,主要表现为堤防和围水基桩的过度冲刷沉降。发现这些破坏的原因主要与高冲刷速率导致桥台和基桩的路堤土被冲刷有关。基础设计错误、施工不良、桥台保护不足和维护不足是导致该桥失效的主要原因。为防止桥台冲刷,建议对桥台周围的堤防和河床进行护岩。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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