Settlement mechanism of piled-raft foundation due to cyclic train loads and its countermeasure
Settlement mechanism of piled-raft foundation due to cyclic train loads and its countermeasure
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Publisher
Harbin: Institute of Engineering Mechanics, China Earthquake Administration
Journal title
Language
English
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Publisher
Harbin: Institute of Engineering Mechanics, China Earthquake Administration
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Contents
In this paper, numerical simulation with soil-water coupling finite element-finite difference（FE-FD） analysis is conducted to investigate the settlement and the excess pore water pressure（EPWP） of a piled-raft foundation due to cyclic high-speed（speed： 300km/h） train loading. To demonstrate the performance of this numerical simulation, the settleme...
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Full title
Settlement mechanism of piled-raft foundation due to cyclic train loads and its countermeasure
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Author / Creator
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TN_cdi_proquest_journals_1916951645
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_1916951645
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ISSN
1671-3664
E-ISSN
1993-503X
DOI
10.1007/s11803-017-0403-z
