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Published in 2018 at "KSCE Journal of Civil Engineering"
DOI: 10.1007/s12205-017-0578-x
Abstract: The conventional load-transfer approach can not consider the interaction of piles, and can not be directly used in the analysis of the response of pile groups. The interactive effects among piles can be taken into…
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Keywords:
response;
analysis;
method;
displacement ... See more keywords
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1
Published in 2017 at "International Journal of Geosynthetics and Ground Engineering"
DOI: 10.1007/s40891-017-0103-9
Abstract: A testing program comprising 250 oblique pullout tests was conducted to study the effect of variable parameter on pullout capacity of batter pile groups in sand. Test was conducted in laboratory on five pile groups.…
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Keywords:
pile groups;
oblique pullout;
capacity;
oblique load ... See more keywords
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Published in 2021 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2020.103870
Abstract: Abstract Recent research has indicated the potential of optimizing the design of pile groups using system-based reliability. Binomial distribution can be used to optimize the design of redundant pile groups. The application of binomial system-reliability…
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Keywords:
system;
redundant pile;
resistance;
pile ... See more keywords
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Published in 2021 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2021.104139
Abstract: Abstract It is widely accepted that the presence of compressible layers beneath pile groups can substantially increase the settlement of a pile group. Furthermore, as the size of the pile group increases this effect is…
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Keywords:
compressible layers;
finite element;
pile groups;
settlement pile ... See more keywords
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Published in 2020 at "Ocean Engineering"
DOI: 10.1016/j.oceaneng.2020.108145
Abstract: Abstract Foundations of some structures such as transmission towers, mooring systems for ocean surface or submerged platforms, tall chimneys, jetty structures are subjected to uplift loading. In such cases, to increase the uplift resistance of…
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Keywords:
pile groups;
uplift capacity;
pile;
failure mechanism ... See more keywords
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Published in 2021 at "Ocean Engineering"
DOI: 10.1016/j.oceaneng.2020.108505
Abstract: Abstract Engineering cases, where jack-up rigs with large-diameter spudcan foundations operate near a jacket platform supported by pile groups, are increasing. Therefore, the group interaction of lateral-loaded pile groups should be re-evaluated. A pile group…
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Keywords:
pile;
pile group;
pile groups;
group ... See more keywords
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Published in 2021 at "Renewable Energy"
DOI: 10.1016/j.renene.2021.03.108
Abstract: Abstract There is an increasing interest and use of energy foundation worldwide. Full-scale tests, physical model tests at one Earth’s gravity and at elevated gravity in a geotechnical centrifuge and numerical simulations have been widely…
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Keywords:
non symmetrical;
symmetrical thermal;
energy;
pile groups ... See more keywords
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Published in 2021 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2021.08.002
Abstract: Abstract The problem of failure envelopes of pile groups subjected to vertical and eccentric load is investigated both theoretically and experimentally. A critical review of literature works on failure envelopes for pile groups under combined…
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Keywords:
moment loading;
combined axial;
failure envelopes;
envelopes pile ... See more keywords
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Published in 2019 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2018.10.012
Abstract: Abstract In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile…
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Keywords:
vertical batter;
pile groups;
batter;
group ... See more keywords
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Published in 2021 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2021.106797
Abstract: Abstract Retrofit of existing bridges founded on pile groups can be a challenging, costly, and time-consuming operation, especially when foundation interventions are required. The optimization of retrofit design, and hence of such complicated interventions, may…
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Keywords:
response;
existing bridges;
stiffness;
groups situ ... See more keywords
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2
Published in 2020 at "International Journal of Geomechanics"
DOI: 10.1061/(asce)gm.1943-5622.0001821
Abstract: Abstract In this study, a new hybrid method is suggested for the analysis of laterally loaded pile groups in sandy soils. In the proposed method, a pile group is replaced by an equivalent single pi...
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Keywords:
sandy soils;
laterally loaded;
loaded pile;
groups sandy ... See more keywords