Relationship between Shear-Wave Velocity and Geotechnical Parameters for Norwegian Clays-Reference-Cited by-同舟云学术

Relationship between Shear-Wave Velocity and Geotechnical Parameters for Norwegian Clays

Published:2017-06 Issue:6 Volume:143 Page:04017013
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

L’Heureux Jean-Sebastien¹,Long Michael²

Affiliation:

1. Norwegian Geotechnical Institute, 7034 Trondheim, Norway.

2. Associate Professor, School of Civil Engineering, Univ. College Dublin, Newstead Bldg., Belfield, Dublin 4, Ireland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001645

Reference114 articles.

1. Aasland R. (2010). “Kartlegging av kvikkleire med 2D resistivitet og RCPT i Rissa.” NTNU Trondheim Trondheim Norway (in Norwegian).

2. Agaiby S. S. and Mayne P. W. (2015). “Relationship between undrained shear strength and shear wave velocity for clays.” 6th Symp. on Deformation Characteristics of Geomaterials V. A. Rinaldi ed. IOS Press Argentina 358–365.

3. Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils

4. Andersen K. H. (2004). “Cyclic clay data for foundation design of structures subjected to wave loading.” Proc. Int. Conf. on Cyclic Behaviour of Soils and Liquefaction Phenomena Taylor & Francis Group London.

5. Andersen K. H. (2015). “Cyclic soil parameters for offshore foundation design.” 3rd McClelland Lecture: Frontiers in Offshore Geotechnics III V. Meyer ed. Taylor & Francis Group Oslo Norway 5–82.

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