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• W2375746011 abstract "This paper introduces the test integrity rationale of the low strain reflection wave method. Through the quality test of QinghaiTibet Railway piles, it is found that expanding neck is the main problem of the pile quality under the environment of permafrost plateau. The cause that leads to the expanding neck is that the weather becomes warmer after June and the frost stratum is disturbed by movement of the construction machineries. The original permafrost environment is damaged. After the thawing process, there forms the expanded hole. According to frost soil data, the normal frostheaving stress depends on the frostheaving property of the foundation soil. The normal stress decreases with the increase of the depth of foundation. The tangent frost heaving stress will generate stress concentration at the pile defects, thus damaging the pile body. As for the pile with the expanding neck, the tangent stress grows due to the increased area around the pile′s side, which is detrimental to the pile body. Due to the threat of the frostheaving stress in the frost region against the pile, the paper suggests the measures for the improvement of the quality of the piles." @default.
• W2375746011 created "2016-06-24" @default.
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• W2375746011 date "2003-01-01" @default.
• W2375746011 modified "2023-09-25" @default.
• W2375746011 title "Application of Low Strain Reflection Wave Method to Qinghai-Tibet Railway Pile Quality Test and Its Analysis" @default.
• W2375746011 hasPublicationYear "2003" @default.
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