Debris-Flow Impact on Piers with Different Cross-Sectional Shapes-Reference-Cited by-同舟云学术

Debris-Flow Impact on Piers with Different Cross-Sectional Shapes

Published:2020-01 Issue:1 Volume:146 Page:04019045
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Wang Youbiao¹,Liu Xiaofeng²^ORCID,Yao Changrong³,Li Yadong⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Sichuan 610031, China; Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 406 Sackett, State College, PA 16802.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Institute of CyberScience, Pennsylvania State Univ., 223B Sackett, State College, PA 16802 (corresponding author). ORCID: .

3. Lecturer, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Sichuan 610031, China.

4. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Sichuan 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001656

Reference47 articles.

1. Armanini A. and P. Scotton. 1992. “Experimental analysis on the dynamic impact of a debris flow on structures.” In Proc. Int. Symp. on Interpreavent 107–116. Klagenfurt Austria: International Research Society INTERPRAEVENT.

2. Debris Flows

3. Measurements of hillslope debris flow impact pressure on obstacles

4. Froude characteristics of both dense granular and water flows in flume modelling

5. Direct Determination of Rheological Characteristics of Debris Flow

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