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Behavior of Soil Undergoing Cyclic Undrained Loading

Towhata, Ikuo

Abstract Dense sand has an increased resistance against liquefaction. Therefore, such densification as sand compaction pile, vibroflotation, and rod compaction are reliable mitigation measures against liquefaction. Densification is good also because its effects are permanently valid without maintenance efforts. compares the dilatancy of loose and dense sands schematically. Dense sand has a reduced possibility of volume contraction upon shear. Hence, it is less likely to liquefy.

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Behavior of Soil Undergoing Cyclic Undrained Loading

Towhata, Ikuo

Abstract Dense sand has an increased resistance against liquefaction. Therefore, such densification as sand compaction pile, vibroflotation, and rod compaction are reliable mitigation measures against liquefaction. Densification is good also because its effects are permanently valid without maintenance efforts. compares the dilatancy of loose and dense sands schematically. Dense sand has a reduced possibility of volume contraction upon shear. Hence, it is less likely to liquefy.

Behavior of Soil Undergoing Cyclic Undrained Loading

Towhata, Ikuo

Abstract Dense sand has an increased resistance against liquefaction. Therefore, such densification as sand compaction pile, vibroflotation, and rod compaction are reliable mitigation measures against liquefaction. Densification is good also because its effects are permanently valid without maintenance efforts. compares the dilatancy of loose and dense sands schematically. Dense sand has a reduced possibility of volume contraction upon shear. Hence, it is less likely to liquefy.

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Titel:

Behavior of Soil Undergoing Cyclic Undrained Loading

Beteiligte:

Towhata, Ikuo (Autor:in)

Erschienen in:

Geotechnical Earthquake Engineering ; 429-448

Springer Series in Geomechanics and Geoengineering

Erscheinungsdatum:

01.01.2008

Format / Umfang:

20 pages

ISBN:

978-3-540-35782-7 , 978-3-540-35783-4

ISSN:

1866-8755 , 1866-8763

DOI:

https://doi.org/10.1007/978-3-540-35783-4_20

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Pore Pressure , Strain Amplitude , Pore Water Pressure , Strain Path , Excess Pore Water Pressure Engineering , Geoengineering, Foundations, Hydraulics , Geology , Geotechnical Engineering & Applied Earth Sciences , Solid Mechanics , Civil Engineering

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