Author(s): Tae Hoon Yoon; Sung Bum Yoon; Kwan Gseok Yoon
Linked Author(s): Sung Bum Yoon
Keywords: No Keywords
Abstract: For the determination of critical size of riprap particle used to protect the base of bridge pier, new design criteria are presented. In the new equations a number of flow characteristics such as the effects of flow depth, particle size, and placem ent depth on the stability of riprap are taken into consideration.
Year: 1995