Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title Investigation of Critical Breaking Moment through Field Tree-Pulling Test
Authors 임동균 ; 김원 ; 최성욱 ; 김용전
Page pp.323-332
ISSN 10156348
Keywords tree;conveyance;overturn;critical breaking moment;pulling test;수목;통수능;전도;한계 전도모멘트;인발시험
Abstract In order to properly manage trees in rivers, the impact of trees on flooding and their ecological characteristics need to be considered and a plan needs to be established. The hydraulic impact by trees is reduction of conveyance and hydraulic structure’s function due to overturn arising from flow force. A field pulling test was carried out to measure the critical resistance force for when trees break in order to discover the level of resistance that trees inside the river have to external force. The relevant factors for discovering the critical breaking moment for trees include tree species, which determines the external characteristic of trees, tree diameter at breast height, and tree height. In this study, the correlation between critical breaking moment and diameter at breast height were used. The tree’s limit or critical breaking moment was tested using 100 shrubs and tall trees with a breast height diameter of 4.9 to 32.8 ㎝. It was difficult to derive a correlation between diameter at breast height and critical breaking moment when shrubs and tall trees were being considered together, but when only tall trees were considered, a consistent correlation was found between them.