Cover Image

Behavior of spherical concrete hulls under hydrostatic loading. Part 3, Relationship between thickness-to-diameter ratio and critical pressures, strains, and water permeation rates /

Bibliographic Details
Corporate Authors: Naval Civil Engineering Laboratory (Port Hueneme, Calif.), United States. Naval Facilities Engineering Command
Other Authors: Stachiw, Jerry D., 1931- (Originator), Mack, K. (Originator)
Format: Government Document Book
Language:English
Published: Port Hueneme, Calif. : Naval Civil Engineering Laboratory, 1968.
Series:NCEL technical report ; R-588.
Subjects:
Concrete > Testing.
Concrete > Permeability.
Ocean bottom.
Hydrostatic pressure.
Description
Item Description:"June 1968"
Physical Description:iii, 65 pages : illustrations, (some folded) ; 28 cm.
Bibliography:Bibliography: page 64.
Access:Each transmittal of this document outside the agencies of the U.S. Government must have prior approval of the Naval Civil Engineering Laboratory.