Liquefaction potential of dams and foundations.
Contributors: Baladi, George Y.; Rohani, Behzad.; Franklin, A. G.; Halala, Paul F.; Townsend, Frank C.; Mulilis, John P.; Bieganousky, Wayne A.; Marcuson, William F.; United States. Army. Corps of Engineers.; Waterways Experiment Station (U.S.). Soils and Pavements Laboratory.
Series: Research report - Waterways Experiment Station ; S-76-2
Publisher: [Dept. of Defense, Dept. of the Army], Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory
Published: 1976
Place of publication: Vicksburg, Miss
Language: eng
Subjects: Dams -- Foundations.; Soil liquefaction.; Soil penetration test.
Notes: Prepared for Office, Chief of Engineers, Washington, D.C. under CWIS 31145.

Includes bibligraphical references.
Table of contents: value: rept. 1. Laboratory standard penetration tests on Reid Bedford model and Ottawa sands / W.A. Bieganousky, W.F. Marcuson.; value: rept. 2. Laboratory standard penetration tests on Platte River sand and standard concrete sand / W.A. Bieganousky, W.F. Marcuson.; value: rept. 3. Development of an elastic-plastic constitutive relationship for saturated sand / G.Y. Baladi, B. Rohani.; value: rept. 4. Determination of in-situ density of sands / W.F. Marcuson.; value: rept. 5. Development of a constitutive relation for simulating the response of saturated cohesionless soil / G.Y. Baldi, B. Rohani.; value: rept. 6. Laboratory strength of sands under static and cyclic loads / F.C. Townsend, J.P. Mullis.; value: rept. 7. Geotechnical earthquake engineering, state of the art / W.F. Marcuson, A.G. Franklin, P.F. Hadala.