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Publications tagged with [shear test]
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Liu C-N.
,
Zornberg J. G.
et al.
The contribution of transverse ribs to the soil-geogrids interaction under pullout mode has been well documented. However, the contribution of transverse ribs to the soil-geogrid interaction under direct shear mode is, at best, unclear. Consequently, this ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Journal of Geotechnical and Geoenvironmental Enginering, ASCE, Vol. 135, No. 12, December, 2009
Varathungarajan D. A.
,
Garfield S. M.
et al.
<p>TxDOT frequently uses Texas Cone Penetrometer (TCP) blow counts to estimate undrained shear strength. However, the current correlations between TCP resistance and undrained shear strength have been developed primarily for significantly stronger soils than ...
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
FHWA/TX-09/0-5824-2
White D. J.
,
Yang H.
et al.
<p>Soil slope instability concerning highway infrastructure is an ongoing problem in Iowa, as slope failures endanger public safety and continue to result in costly repair work. Characterization of slope failures is complicated, because the factors affecting ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
IHRB Project TR-489, Iowa Highway Research Board
Seed R. B.
,
Cetin K. O.
et al.
This paper will highlight a number of important recent and ongoing developments in soil liquefaction engineering, and will offer insights regarding research in progress, as well as suggestions regarding further advances needed.
Filed under:
Earthquake Engineering -
Liquefaction
Reference:
"26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Keynote Presentation, H.M.S. Queen Mary,<br/>Long Beach, California, April 30, 2003."