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Information Journal Paper

Title

THE EFFECT OF SUBMERGENCE PERCENTAGE OF THE SUBMERGED PILES ON THE REDUCTION OF SCOUR IN BRIDGE ABUTMENTS

Pages

  32-39

Abstract

 Scour around hydraulic structures is an inevitable phenomenon. Recognition of this phenomenon and dealing with it is an issue considering which will ensure the project success. LOCAL SCOUR at piers has been reported as the most important factor in the destruction of the bridges. The use of submerged and non-submerged piles is one of the scour control methods. SUBMERGED PILES have been rarely used to assess scour. In the present study, the results of some tests with different flow rates and submergence percentages are given in the bridge abutment. The tests have been conducted at clear water conditions in a flume with length of 14m, width of 60cm and depth of 60cm. The results show that the increase in the submergence percentage of piles has a significant role in reducing pier scour.

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    APA: Copy

    RAZMI, M.M., SANEI, M., & ERSHADI, C.. (2014). THE EFFECT OF SUBMERGENCE PERCENTAGE OF THE SUBMERGED PILES ON THE REDUCTION OF SCOUR IN BRIDGE ABUTMENTS. JOURNAL OF REHABILITATION IN CIVIL ENGINEERING, 2(2), 32-39. SID. https://sid.ir/paper/339927/en

    Vancouver: Copy

    RAZMI M.M., SANEI M., ERSHADI C.. THE EFFECT OF SUBMERGENCE PERCENTAGE OF THE SUBMERGED PILES ON THE REDUCTION OF SCOUR IN BRIDGE ABUTMENTS. JOURNAL OF REHABILITATION IN CIVIL ENGINEERING[Internet]. 2014;2(2):32-39. Available from: https://sid.ir/paper/339927/en

    IEEE: Copy

    M.M. RAZMI, M. SANEI, and C. ERSHADI, “THE EFFECT OF SUBMERGENCE PERCENTAGE OF THE SUBMERGED PILES ON THE REDUCTION OF SCOUR IN BRIDGE ABUTMENTS,” JOURNAL OF REHABILITATION IN CIVIL ENGINEERING, vol. 2, no. 2, pp. 32–39, 2014, [Online]. Available: https://sid.ir/paper/339927/en

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