文章摘要
刘 健, 齐泊良, 胡南琦, 岳秀丽, 仲 奇.船行波作用下联锁混凝土块护坡面层稳定性分析Journal of Water Resources and Water Engineering[J].,2016,27(6):179-185
船行波作用下联锁混凝土块护坡面层稳定性分析
Stability analysis of interlocking concrete block revetment surface layer considering influence of Ship Waves
  
DOI:10.11705/j.issn.1672-643X.2016.06.32
中文关键词: 内河航道  联锁混凝土块  护坡  船行波  稳定性
英文关键词: inland waterway  interlock concrete  revetment  ship waves  stability
基金项目:国家科技支撑计划资助项目(2015BAB07B05); 国家自然科学基金项目(41172267)
Author NameAffiliation
LIU Jian, QI Boliang, HU Nanqi, YUE Xiuli, ZHONG Qi (山东大学 土建与水利学院 山东 济南 250061) 
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中文摘要:
      联锁混凝土块护坡不仅能够保持水土、提高通航能力,还具有节能减排和保护生态环境的优势,是近年来常用的内河航道护坡形式。研究其结构稳定性对联锁块的优化设计、护坡的日常维护具有现实指导意义。以京杭运河济宁段内河航道为工程依托,合理确定船行波作用,通过数值模拟计算了不同工况下联锁混凝土块护坡面层的稳定性。计算结果表明:(1)在联锁混凝土块设计参数中,厚度是影响其稳定性的首要因素,厚度越大,稳定性越高;(2)波峰线与岸边水线夹角应作为重要参数对船行波压力进行折减;(3)联锁混凝土块的主要破坏区域在静水面以下,可根据河道通航情况计算其具体位置;(4)开孔率对稳定性影响较小,应在施工便利性和植被覆盖率之间权衡取值。
英文摘要:
      As one of the popular slope protection structure of inland waterway, the interlock concrete block revetment is well known by its advantages of water and earth preserving, energy saving, and environmental protection. Research on the stability of interlocking concrete block during operation period is important for the design, construction and maintenance of revetment. Based on the project of Jining section of the Grand Canal from Beijing to Hangzhou, the stability of interlock concrete block under different operation conditions and impacts of ship waves were simulated and analyzed by numerical modeling. Results indicated that: (1) Thickness of the block was the primary parameter among all the design parameters. As the thickness values increasing, the index of stability would increase accordingly. (2) Angle between the wave curve and the water line at the shore was an important parameter in determining ship waves. (3) The main damaged area of the interlock concrete was below the static water, which could be calculated according to navigation conditions of the canal. (4) The opening ratio of the block would not affect the stability index obviously. Therefore the value of opening ratio could be determined in terms of construction convenience and vegetation coverage.
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