Monotonic and Cyclic Liquefaction of Very Loose Sands with High Silt Content-Reference-Cited by-同舟云学术

Monotonic and Cyclic Liquefaction of Very Loose Sands with High Silt Content

Published:2001-04 Issue:4 Volume:127 Page:314-324
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yamamuro Jerry A.¹²³⁴,Covert Kelly M.¹²³⁴

Affiliation:

1. Member, ASCE

2. Associate Member, ASCE

3. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Delaware, Newark, DE 19716.

4. Engr., Klepper, Kahn, and Hyatt, 203E Grenadier Dr., Liverpool, NY 13090.

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%291090-0241%282001%29127%3A4%28314%29

Reference41 articles.

1. Undrained Monotonic and Cyclic Strength of Sands

2. ASTM. ( 1999a). . “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” ASTM D 4253 West Conshohocken Pa.

3. ASTM. ( 1999b). . “Standard test method for minimum index density and unit weight of soils and calculation of relative density.” ASTM D 4254 West Conshohocken Pa.

4. Effects of Initial Density on Soil Instability at High Pressures

5. Casagrande A. ( 1976). “Liquefaction and cyclic deformation of sands: A critical review.” Harvard Soil Mechanics Series Cambridge Mass.

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