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Improved methods of testing piles in frozen soils
Conclusions 1. The approach adopted in this article for analysis of pile test data based on the above relations made it possible to work out three accelerated testing methods — stepped with equal-duration steps; dynamometric; and stepped-dynamometric. 2. The results of the performed tests are characterized by an increased information content, which makes it possible to design the piles for two groups of limit states and to take into account the pile load variation. 3. The reliability of the proposed testing and design methods is confirmed by comparison with experimental data.
Improved methods of testing piles in frozen soils
Conclusions 1. The approach adopted in this article for analysis of pile test data based on the above relations made it possible to work out three accelerated testing methods — stepped with equal-duration steps; dynamometric; and stepped-dynamometric. 2. The results of the performed tests are characterized by an increased information content, which makes it possible to design the piles for two groups of limit states and to take into account the pile load variation. 3. The reliability of the proposed testing and design methods is confirmed by comparison with experimental data.
Improved methods of testing piles in frozen soils
Vyalov, S. S. (Autor:in) / Mirenburg, Yu. S. (Autor:in)
1990
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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