Relationship between Shear-Wave Velocity and Undrained Shear Strength of Peat-Reference-Cited by-同舟云学术

Relationship between Shear-Wave Velocity and Undrained Shear Strength of Peat

Published:2020-07 Issue:7 Volume:146 Page:04020057
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Trafford Andrew¹,Long Michael²^ORCID

Affiliation:

1. Irish Centre for Research in Applied Geoscience, Research Centre, Univ. College Dublin, Science Building, Belfield, Dublin 4, Ireland.

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

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.1943-5606.0002298

Reference46 articles.

1. Agaiby S. S. and P. W. Mayne. 2015. “Relationship between undrained shear strength and shear wave velocity for clays.” In Proc. 6th Symp. on Deformation Characteristics of Geomaterials edited by V. A. Rinaldi 358–365. Amsterdam Netherlands: IOS Press.

2. Amaryan L. S. G. V. Sorokina and L. V. Ostoumova. 1973. “Consolidation laws and mechanical-structural properties of peaty soils.” In Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering 1–6. Moscow: Geotechnical Society of the USSR.

3. Procedures used to obtain soil parameters for foundation engineering in the North Sea

4. Direct Simple-Shear Tests on a Norwegian Quick Clay

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