Qualitative and quantitative assessment of liquefaction in a saturated road embankment

doi:10.1201/b15963-456

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Qualitative and quantitative assessment of liquefaction in a saturated road embankment

Chapter

Qualitative and quantitative assessment of liquefaction in a saturated road embankment

DOI link for Qualitative and quantitative assessment of liquefaction in a saturated road embankment

Qualitative and quantitative assessment of liquefaction in a saturated road embankment book

Qualitative and quantitative assessment of liquefaction in a saturated road embankment

DOI link for Qualitative and quantitative assessment of liquefaction in a saturated road embankment

Qualitative and quantitative assessment of liquefaction in a saturated road embankment book

ByA. Borowiec & K. Maciejewski

BookResearch and Applications in Structural Engineering, Mechanics and Computation

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Edition 1st Edition

First Published 2013

Imprint CRC Press

Pages 2

eBook ISBN 9780429227769

ABSTRACT

The plastic behavior of the cohesionless soils is modeled by means of Hardening Soil constitutive relationship, implemented in Plaxis software. Soil parameters are accordingly modified but based on those found in the literatures (Tiznado).

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