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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.

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Check availability in my library

Order at Subito €

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Document information

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Title:

Mitigation of Liquefaction-Induced Damage

Contributors:

Towhata, Ikuo (author)

Published in:

Geotechnical Earthquake Engineering ; 588-642

Springer Series in Geomechanics and Geoengineering

Publication date:

2008-01-01

Size:

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

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

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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