Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation

Sze, H. Y.; Yang, J

doi:10.1061/(ASCE)GT.1943-5606.0000971

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Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation

Author(s): H. Y. Sze ¹ , J. Yang ²

Publication date Created: January 2014

Publication date (Print): January 2014

Journal: Journal of Geotechnical and Geoenvironmental Engineering

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Most cited references 26

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Liquefaction and flow failure during earthquakes

K Ishihara (1993)

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The Analysis of Two-Dimensional Orientation Data

Joseph Curray (1956)

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INITIAL FABRICS AND THEIR RELATIONS TO MECHANICAL PROPERTIES OF GRANULAR MATERIAL

MASANOBU ODA (1972)

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Journal

Title: Journal of Geotechnical and Geoenvironmental Engineering

Abbreviated Title: J. Geotech. Geoenviron. Eng.

ISSN (Print): 1090-0241

ISSN (Electronic): 1943-5606

Publication date Created: January 2014

Publication date (Print): January 2014

Volume: 140

Issue: 1

Pages: 152-169

Affiliations

[1 ]Formerly, Ph.D. Student, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam, Hong Kong, China.

[2 ]Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam, Hong Kong, China (corresponding author).

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DOI: 10.1061/(ASCE)GT.1943-5606.0000971

SO-VID: ccf61fc3-0d9f-41df-a972-fbe2d2417b69

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Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation

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Microbiology Society

Most cited references 26

Liquefaction and flow failure during earthquakes

The Analysis of Two-Dimensional Orientation Data

INITIAL FABRICS AND THEIR RELATIONS TO MECHANICAL PROPERTIES OF GRANULAR MATERIAL

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