Numerical Evaluation of Earthquake Settlements of Road Embankments and Mitigation by Preloading-Reference-Cited by-同舟云学术

Numerical Evaluation of Earthquake Settlements of Road Embankments and Mitigation by Preloading

Published:2016-10 Issue:5 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lopez-Caballero Fernando¹,Modaressi-Farahmand-Razavi Arezou²,Stamatopoulos Constantine A.³

Affiliation:

1. Assistant Professor, Laboratoire Mécanique des Sols, Structures et Matériaux, CentraleSupélec, Univ. Paris-Saclay, MSS-Mat CNRS UMR 8579, Grande Voie des Vignes, Châtenay-Malabry 92290, France (corresponding author).

2. Professor, Laboratoire Mécanique des Sols, Structures et Matériaux, CentraleSupélec, Univ. Paris-Saclay, MSS-Mat CNRS UMR 8579, Grande Voie des Vignes, Châtenay-Malabry 92290, France.

3. Partner, Stamatopoulos and Associates Co., 5 Isavron str, Athens 11471, Greece; Instructor, Hellenic Open Univ., Patra 26335, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000593

Reference58 articles.

1. Numerical analysis of seismically induced liquefaction in earth embankment foundations. Part II. Application of remedial measures

2. Liquefaction of over-consolidated sand: A centrifuge investigation;Adalier K.;J. Earthquake Eng.,2005

3. Foundation Liquefaction Countermeasures for Earth Embankments

4. Aubry D. Hujeux J.-C. Lassoudière F. and Meimon Y. (1982). “A double memory model with multiple mechanisms for cyclic soil behaviour.” Proc. Int. Symp. on Numerical Models in Geomechanics Balkema Netherlands 3–13.

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