Underwater Concrete Habitats
and
Storage Containers

• Behavior of 66-Inch Concrete Spheres Under Short and Long-Term Hydrostatic Loading, Technical Report R774, H. H. Haynes and L. F. Kahn, September 1972, 94 pages.
  
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• BEHAVIOR OF SPHERICAL CONCRETE HULLS UNDER HYDROSTATIC LOADING-PART I. Exploratory Investigation, Technical Report R517, Naval Civil Engineering laboratory, Port Hueneme, CA, by J.D. Stachiw and K. O. Gray, March 1967, 69 pages.
  
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• BEHAVIOR OF SPHERICAL CONCRETE HULLS UNDER HYDROSTATIC LOADING-PART II. Effect of Penetrations, Technical Report R547, Naval Civil Engineering Laboratory, Port Hueneme, CA, by J.D. Stachiw, October 1967, 58 pages.
  
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• BEHAVIOR OF SPHERICAL CONCRETE HULLS UNDER HYDROSTATIC LOADING-PART III. Relationship Between thickness-To-Diameter Ratio and Critical Pressures, Strains, and Water permeation Rates, Technical Report R588, Naval Civil Engineering laboratory, Port Hueneme, CA, by J.D. Stachiw and K. Mack, June 1968, 36 pages.
  
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• DESIGN FOR IMPLOSION OF CONCRETE CYLINDER STRUCTURES UNDER HYDROSTATIC LOADING, Technical Report 874, Civil Engineering Laboratory, Port Hueneme, CA, by Harvey H. Haynes, August 1979, 85 pages.
  
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• DEVELOPMENT OF END-CLOSURE SYSTEMS FOR UNDERSEA CONCRETE PRESSURE RESISTANT CYLINDRICAL HULLS, CR 72.017, Naval Civil Engineering Laboratory, Port Hueneme, CA, Bechtel Corporation, May 1972, 120 pages.
  
  
• EXTERNAL HYDROSTATIC PRESSURE LOADING OF CONCRETE CYLINDER SHELLS, 79-PVP 125, American Society of Mechanical Engineers, New York, by H. H. Haynes, et at, June 1979, 12 pages.
  
  
• FAILURE OF THICK-WALLED CONCRETE SPHERES SUBJECTED TO HYDROSTATIC LOADING, Technical Report R679, Naval Civil Engineering Laboratory, Port Hueneme, CA, by H. H. Haynes and R. A. Hoofnagle, May 1970, 33 pages.
  
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• HANDBOOK FOR DESIGN OF UNDERSEA, PRESSURE-RESISTANT CONCRETE STRUCTURES, Technical Notes 1760, Naval Civil Engineering Laboratory, Port Hueneme, CA, by H. H. Haynes and R.D. Rail, October 1986, 83 pages.
  
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• HYDROSTATIC LOADING OF CONCRETE SPHERICAL HULLS REINFORCED WITH STEEL LINERS, Technical Report R785, Naval Civil Engineering Laboratory, Port Hueneme, CA, by H. H. Haynes, G. L. Page and R.J. Ross, April 1973, 28 pages.
  
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• INFLUENCE OF STIFF EQUATORIAL RINGS ON CONCRETE SPHERICAL HULLS SUBJECTED TO HYDROSTATIC LOADING, Technical Report R735, Naval Civil Engineering Laboratory, Port Hueneme, Ca, by L. F. Kahn and J.D. Stachiw, August 1971, 61 pages.
  
  
• INFLUENCE OF COMPRESSIVE STRENGTH AND WALL THICKNESS ON BEHAVIOR OF CONCRETE CYLINDRICAL HULLS UNDER HYDROSTATIC LOADING, Technical Report R790, Naval Civil Engineering Laboratory, Port Hueneme, CA, by N. D. Albertsen, June 1973, 30 pages.
  
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• INFLUENCE OF END-CLOSURE STIFFNESS ON BEHAVIOR OF CONCRETE CYLINDRICAL HULLS SUBJECTED TO HYDROSTATIC LOADING, Technical Report R740, Naval Civil Engineering Laboratory, Port Hueneme, CA, by L. F. Kahn, October 1971, 53 pages.
  
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• INFLUENCE OF LENGTH-TO-DIAMETER RATIO ON BEHAVIOR OF CONCRETE CYLINDRICAL HULLS UNDER HYDROSTATIC LOADING, Technical Report R 696, Naval Civil Engineering laboratory, Port Hueneme, CA, by H. H. Haynes and R.J. Toss, September 1970, 50 pages.
  
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• LONG-TERM DEEP-OCEAN TEST OF CONCRETE SPHERICAL STRUCTURES-Part I: Fabrication, Emplacement, and Initial Inspections, Technical Report R805, Civil Engineering Laboratory, Port Hueneme, CA, by Harvey H. Haynes, March 1974, 43 pages.
  
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• LONG-TERM, DEEP-OCEAN TEST OF CONCRETE SPHERICAL STRUCTURES-Results After 6 Years, Technical Report R869, Civil Engineering Laboratory, Port Hueneme, CA, by Harvey H. Haynes and Roy S. Highberg, January 1979, 50 pages.
  
  

• LONG-TERM, DEEP-OCEAN TEST OF CONCRETE SPHERICAL STRUCTURES-RESULTS AFTER 13 YEARS, Technical Report R-915, Naval Civil Engineering laboratory, Port Hueneme, CA, by R. D. Rail and R. L. Wendt, July 1985, 60 pages.
  

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• MASS CONCRETE TESTS IN LARGE CYLINDERS, 31^st Annual Convention, American Concrete Institute, New York, by R. F. Blanks and C. C. McNamara, February 1935, 22 pages.
  
  

• SEAFLOOR CONSTRUCTION EXPERIMENT, SEACON I, An Integrated Evaluation of Seafloor Construction Equipment and Techniques, Technical Report R817, Civil Engineering Laboratory, Port Hueneme, CA, by T. R. Kretschmer, et. al, February 1975, 167 pages.
  
  

• STATIC BEHAVIOR OF BURIED REINFORCED-CONCRETE MODEL CYLINDERS, Technical Report R606, Naval Civil Engineering Laboratory, Port Hueneme, CA, by J. R. Allgood and H. G. Herrmann, III, January 1969, 50 pages.
  
  

• STRUCTURAL RESPONSE OF UNSTIFFENED TOROIDAL SHELLS, Technical Report R 649, Naval Civil Engineering Laboratory, Port Hueneme, CA, W. J. Nordell, J. E. Crawford, and R. M. Beard, November 1969, 21 pages.
  
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• THEORY FOR THE ULTIMATE STRENGTH DESIGN OF HOLLOW CIRCULAR REINFORCED CONCRETE SECTIONS, Paper No. 2290, The Institution of Engineers, Australia, by H. J. Brettle and R. F. Warmer, May 1967, 7 pages.