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Mitigation of Liquefaction-Induced Damage

Towhata, Ikuo

Abstract The traditional aim of mitigation of liquefaction-induced damages has been to prevent the 100% development of excess pore water pressure. When the factor of safety against liquefaction (F L) in the field is less than 1.0, several types of measures have been taken.

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Mitigation of Liquefaction-Induced Damage

Towhata, Ikuo

Abstract The traditional aim of mitigation of liquefaction-induced damages has been to prevent the 100% development of excess pore water pressure. When the factor of safety against liquefaction (F L) in the field is less than 1.0, several types of measures have been taken.

Mitigation of Liquefaction-Induced Damage

Towhata, Ikuo

Abstract The traditional aim of mitigation of liquefaction-induced damages has been to prevent the 100% development of excess pore water pressure. When the factor of safety against liquefaction (F L) in the field is less than 1.0, several types of measures have been taken.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

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Dokumentinformationen

Titel:

Mitigation of Liquefaction-Induced Damage

Beteiligte:

Towhata, Ikuo (Autor:in)

Erschienen in:

Geotechnical Earthquake Engineering ; 588-642

Springer Series in Geomechanics and Geoengineering

Erscheinungsdatum:

01.01.2008

Format / Umfang:

55 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_26

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Colloidal Silica , Unconfined Compression Strength , Stone Column , Ground Vibration , Loose Sand Engineering , Geoengineering, Foundations, Hydraulics , Geology , Geotechnical Engineering & Applied Earth Sciences , Solid Mechanics , Civil Engineering

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