Adfreeze strength of model piles in ice

Author:

Parameswaran V. R.

Abstract

The adfreeze bond strengths of wood, concrete, and steel H-section piles embedded in fresh-water ice have been measured under constant rates of displacement for displacement rates varying between 10−4 and 10−1 mm/min (loading rates between 10−3 and 10 kN/min). Wood piles showed the highest adfreeze strength (0.6 and 1.8 MPa); that for concrete piles was independent of rate of displacement (average value 0.8 MPa); that for steel H-sections varied between 0.2 and 0.6 MPa. These results were used in estimating the contribution of ice adhesion to the total adfreeze strength of various piles in frozen sand.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Cited by 22 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Ice Adhesion on Superhydrophobic Micro-Nanostructure Surfaces;Icephobic Materials for Anti/De-icing Technologies;2024

2. Adfreeze Strength of Wooden Piles in Warm Permafrost Soil;Journal of Cold Regions Engineering;2023-06

3. Analysis of the handling and preparation of samples in the resonant column and cyclic torsional shear equipment;IOP Conference Series: Earth and Environmental Science;2023-05-01

4. Bibliography;Electrical Phenomena During Freezing of Water and Soils;2023-02-08

5. Description of the Work Done in the National Research Council Canada, Ottawa;Electrical Phenomena During Freezing of Water and Soils;2023-02-08

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