Liquefaction Testing of Stratified Silty Sands
Author:
Affiliation:
1. Member, ASCE
2. Assoc. Prof., Civ. Engrg., MB4202, Univ. of the District of Columbia, Washington, D.C. 20008.
3. Res. Assoc., Civ. Engrg., MB4202, Univ. of the District of Columbia, Washington, D.C.
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%282000%29126%3A3%28208%29
Reference36 articles.
1. Baziar M. H. ( 1987). “Influence of the testing technique on the steady state lines of sand ” MS thesis Rensselaer Polytechnic Institute Troy N.Y.
2. Baziar M. H. ( 1991). “Permanent deformations due to seismically induced liquefaction ” PhD dissertation Rensselaer Polytechnic Institute Troy N.Y.
3. Steady‐State Strength Analysis of Lower San Fernando Dam Slide
4. Chang N.-Y. (1987). “Liquefaction susceptibility of fine-grained soils preliminary study report.” Contract No. DACW39-84-M-4230 U.S. Army Corps of Engineers Washington D.C.
5. Clukey E. Cacchione D. A. and Nelson C. H. (1980). “Liquefaction potential of the Yukon Prodelta Bering Sea.” Proc. 12th Ann. Offshore Technol. Conf . Offshore Technology Conference Houston 2 315–525.
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