Effects of Clay Creep on Long-Term Load-Carrying Behaviors of Bored Piles: Aiming at Reusing Existing Bored Piles
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DOI: 10.1061/(asce)gm.1943-5622.0001769
Abstract: Abstract An analytical procedure is presented for assessing the long-term load-carrying behavior of bored piles in clay, where the plastic volumetric strain of surrounding clay caused by creep is e... read more here.
Keywords: long term; bored piles; load carrying; term load ... See more keywords
DEVELOPMENT OF THE COMPUTER PROGRAM OF CALCULATION OF CONCRETE BORED PILES IN SOIL GROUND OF ASTANA CITY
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DOI: 10.21660/2019.60.17339
Abstract: The current calculating theories of massive constructions are based on the simplified models without consideration of factors settlement as nonhomogeneous environments interaction, the interacting environments nonlinearity or considering them separately and conditionally. Therefore, equivalent numerical… read more here.
Keywords: computer program; bored piles; calculation; soil ... See more keywords
Numerical Investigation of Large-Diameter Bored Piles under High-Strain Dynamic Testing: A Case Study in New Alamein City
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DOI: 10.3390/buildings14041133
Abstract: Large-diameter bored piles can safely transmit loads from structures by skin friction to the surrounding soil strata and end bearing at the bedrock layer, thereby providing a high compressive capacity. High-Strain Dynamic Testing (HSDT) provides… read more here.
Keywords: drop; high strain; bored piles; large diameter ... See more keywords
In Situ Study on Vertical Compressive Bearing Characteristics of Rooted Bored Piles
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DOI: 10.3390/buildings15050707
Abstract: In situ vertical load field tests were carried out on two bored piles used in the Chizhou Highway Bridge across the Yangtze River, both of which were rooted piles. Based on the test results, such… read more here.
Keywords: rooted piles; vertical load; load; bored piles ... See more keywords