Paper Title:
Experimental Study of Subgrade Scout Width Along River Bend
  Abstract

In the paper, scour mechanism and factors influencing the scour width of roadbed along river are analyzed. Through the method of theoretical analysis and experiment study, the formula of the maximum width depth of prevention wall in concave bank of G315 is put forward. The formulation of the maximum width depth is theoretics and technic bases of protecting water scour.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
3646-3650
DOI
10.4028/www.scientific.net/AMR.255-260.3646
Citation
L. Liu, H. K. Chen, G. C. He, "Experimental Study of Subgrade Scout Width Along River Bend", Advanced Materials Research, Vols. 255-260, pp. 3646-3650, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Yao Ming Hong, Min Li Chang, Hsueh Chun Lin, Yao Chiang Kan, Chi Chang Lin
Chapter 1: Materials Science and Engineering
Abstract:This study analyzed the characteristics of bridge scoured by clear water according to 14 groups of laboratory experiments. The formulation of...
162
Authors: Dong Po Sun, Li Sha Wang, Peng Tao Wang
Chapter 5: Bridge Engineering
Abstract:Based on the characteristics of local piers scouring after built the sediment control dam in the downstream of the bridge, by the monomer...
2230