Consideration of Contraction of Loose Soil During Analysis of Cast-in-Place Piles
Consideration of Contraction of Loose Soil During Analysis of Cast-in-Place Piles
About this item
Full title
Consideration of Contraction of Loose Soil During Analysis of Cast-in-Place Piles
Author / Creator
Publisher
Boston: Springer US
Journal title
Soil mechanics and foundation engineering, 2015-01, Vol.51 (6), p.282-284
Language
English
Formats
Publication information
Publisher
Boston: Springer US
Subjects
More information
Scope and Contents
Contents
Results are presented for numerical investigations of the interaction between a single cast-in-place pile and a bed composed of loose sand. The limiting vertical load on the pile and its settlements are compared as a function of the method used to account for soil contraction.
Alternative Titles
Full title
Consideration of Contraction of Loose Soil During Analysis of Cast-in-Place Piles
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_gale_infotracacademiconefile_A451634416
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_gale_infotracacademiconefile_A451634416
Other Identifiers
ISSN
0038-0741
E-ISSN
1573-9279
DOI
10.1007/s11204-015-9290-3
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