@MISC{Branch_14.sponsoring, author = {Geotechnical Branch and Wayne A. Rhsrlin and Geotechnical Branch}, title = {14. SPONSORING AGENCY CODE}, year = {} }
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Abstract
The potential hazards to earthfill dams from construction blast-induced pore-water pressure increases are examined. Numerous sources of information on the subject are cited. and recom-mendations for allowable peak particle velocity and compressive and shear strains are made.