抛石块体稳定尺寸计算及实验研究

doi:10.3976/j.issn.1002-4026.2018.02.020

SHANDONG SCIENCE ›› 2018, Vol. 31 ›› Issue (2): 127-132.doi: 10.3976/j.issn.1002-4026.2018.02.020

• Other Research Article • Previous Articles

Calculation and experimental research on stable dimension of rockfill

XU Guo¹, JI Jun-na ^2,3, QU Heng-liang³, LIU Zhen³*

1. Cccc.TDC Yantai Environmental Protection Dredging Co., LTD., Yantai 264000, China; 2. Jihongtan Reservoir Management Section of Management Bureau of Water Diversion from the Yellow River into Qingdao of Shandong Province, Qingdao 266111, China; 3.Collge of Engineering, Ocean University of China，Qingdao 266100, China

Received:2017-04-25 Online:2018-04-20 Published:2018-04-20

Abstract

Abstract:

To ensure the safety and reliability of riprap protection project of submarine cable in Qiongzhou Straight, a formula for calculating the rockfill′s stable dimension was established in this paper. According to the dynamic factors of the engineering sea area, the stable dimension of the riprap block was calculated.The calculation results matched experimental results well.The rockfill′s stable dimension was confirmed by calculation analysis and experimental research, which could save cost and improve the safety and reliability of riprap protection project.

Key words: stable dimension, experimental research, dumped rockfill, calculation analysis

CLC Number:

TV 312

XU Guo, JI Jun-na,QU Heng-liang, LIU Zhen. Calculation and experimental research on stable dimension of rockfill[J].SHANDONG SCIENCE, 2018, 31(2): 127-132.

Calculation and experimental research on stable dimension of rockfill

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