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Publications by [Wu J.]
Total Items found:
Helwany S.
,
Wu J.
et al.
<p>A geosynthetic-reinforced soil (GRS) mass is formed by placing closely-spaced layers of polymeric geosynthetic reinforcement in a soil mass during soil placement. The reinforcement in a GRS mass serves primarily to improve engineering properties of soil. ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Contractor’s Final Report for NCHRP Project 12-59 (01) Submitted January 2012 NCHRP Web-Only Document 187
This manual outlines the state-of-the-art and recommended practice for designing and constructing Geosynthetic Reinforced Soil (GRS) technology for the application of the Integrated Bridge System (IBS). The procedures presented in this manual are based on ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
Federal Highway Administration, FHWA-HRT-11-026, 2011
Moss R. E. S.
,
Kayen R. E.
et al.
A field investigation was performed to retest liquefaction and nonliquefaction sitesfrom the 1976 Tangshan earthquake in China.These sites were carefully investigated in 1978 and 1979 by using standard penetration test (SPT) and cone penetration test (CPT) ...
Filed under:
Earthquake Engineering -
Liquefaction
Reference:
Journal of Geotechnical and Geoenvironmental Engineering (2011)
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."
