Physical and numerical model study on anti-rolling stability of concrete interlocking blocks by current
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    The anti-rolling stability,failure process and critical velocity of 4 commonly applied concrete interlocking blocks are tested and analyzed by physical model tests,Fluent-2D calculation and force tests.The influence of water depth and location (at the edge,lap joint,or middle of the bed-protection mattress) on the block’s anti-rolling stability is also studied.A modification of the formula in the current specification is proposed,involving water depth,block structure and location.Then,3 new-type blocks are designed and compared with the commonly used block.The results show that the anti-rolling stability of the 3 new-type blocks is certainly better than that of the commonly used 4.

    Reference
    Related
    Cited by
Get Citation

王费新,马兴华,张 忱,洪国军.混凝土联锁块软体排压载块抗水流掀动稳定性研究*[J].水运工程,2015,(7):8-13

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: July 15,2015
  • Published:
Article QR Code