20 
Ferret, R. Effect of Sea Water wpon 
Concrete and Mortar. ‘‘Concrete; 
Plain and Reinforced” by Taylor & 
Thompson (1911 edition), p. 309- 
318. 
Discusses chemical processes and causes of 
deterioration. Suggestions concerning cements 
and aggregates for use in concrete subject to 
sea water action. 
Frreuson, L. R. See Wic, R. J., 
and L. R. Frereuson, III. Tocu 
Bros., R. J. Wic., and L. R. FrEr- 
cuson, III. 
FramM, F. See VI. 
Fraser, O. See VI. 
Gary, M. See Poutsen, A., M. 
Gary, and C. Scuneiper, III. 
Gary, M., IV and VI. 
Gary, M.,and C. ScHnEIDER. First 
Report on Behavior of Cements in 
Sea Water. Mitteheilungen aus den 
Koniglichen Technischen Versuch- 
austalten zu Berlin, 1900, supple- 
* ment, p. 1—47. : 
Second Report on the Be- 
havior of Cements in Sea Water. 
Mitt. Kgl. Matpr., v. 27 (1909), p. 
229-317. Abs., Chem. Abs., v. 4 
(1910), p. 655. 
Reports tests of action of sea water on con- 
cretes of high and low lime cement. Covers 
five-year tests. 
GaAssIER. See VI. 
GorretTtTE, J. L. Formula for Making 
Lime Products. Cem. & Eng. N., 
Veda (1921) ,-Nost2: pores: 
Author desires to sell or lease formule for 
making cements proof against sea water alkali 
and atmospheric action. 
Gosuicu, C. Report of the Sea Water 
Commission of the German Associa- 
tion of Portland Cement Manufac- 
turers. Ciment, v.17, p.66. Chem. 
Zeit., v. 36, p. 453. Abs., Chem. 
Abs., v. 6 (1912), p. 1831. 
GREENMAN, R.S. See IV. 
Grun, R. Process of Making Salt- 
Water-Proof Concrete Structures from 
Poriland, Iron Portland, Blast Furnace, 
or Puzzolan Concrete. Zeitschrift 
Kali, v. 17, p. 108. 
Ferro-Concrete Ships. 
GuERiTTE, T. J. 
105 (1918), p. 
Engineering, v. 
~295-297. 
General discussion of materials, methods of 
construction, durability, and cost. Reference 
to requirements of concrete used and lasting 
qualities of vessels. 
Hamesuoca, I. A. See VI. 
Harrison, J. L. Concrete in Sea 
Water. Concrete, v. 15 (1919), p. 
198—200. 
Discusses nature of action and deductions from 
investigations made in Philippine Islands. 
Considers impermeability of highest importance. 
Tilustrated. 
BULLETIN 1314, U. S. DEPARTMENT OF AGRICULTURE 
Harrison, J. L. Effect of Sea Water on 
Some of the Concrete Structures in the 
Philippine Islands. Eng. & Contr., 
v. 47 (1917), p. 580-582. 
Describes disintegration in several sea-water 
concrete structures. Tabulardata. Illustrated. 
Effect of the Use of Salt Water 
for Gaging Concrete on the Life of the 
Reinforcing Steel Imbedded Therein. 
Bureau of Public Works, Philippine 
Is!., Quarterly Bul., v. 5 (1916), 
No. 2, p. 19-22. Eng. & Contr., v.* 
46 (1916), p. 443-446. Concrete, v. 
10 (1917), p. 110-112. Eng. N., 
v. 76 (1916), p. 1047. Balt. Eng. 
Club Jour., v. 6 (1916-17), December. 
Discussion of damaging effects as investigated 
in the Philippine Islands, and deductions there- 
from. ITlustrated. 
Limestone Aggregate in Sea 
Water. Concrete, v. 11 (1917), p. 88. 
Notes failure of wharf in Philippine Islands 
constructed of concrete with coral aggregate. 
Steel in Concrete Construction 
in Sea Water. Concrete, v. 15 (1919), 
p. 236-239. Exc., Eng. & Contr., v. 
53 (1920), p. 94-95. 
Describes corrosion of steel in Philippine 
Island structures; discusses possible causes and 
makes deductions from results of his investiga- 
tions. Illustrated. 
Hiroi, I. See VI. 
Hopepon, F. W. Sea Water Disin- 
tegration at Boston. Eng. Rec., v. 63 
(1911), p. 655-656. 
Describes deterioration of concrete structures 
in Boston Harbor. 
Houuister, 8. C. Behavior of Concrete 
Exposed to Sea Water. A. S. T. M. 
Proc., v. 23 (1923), pt. 2, p. 202-204. 
Outline of the problem. 
Hoot, G. A., and N. C. JoHNSON. 
Durability of Cement Mortar and 
Concrete. “Concrete Engineers’ 
Handbook” (New York, 1918), p. 
256-259. 
Review of opinions on action on concrete of 
sea water, alkalies, oils, acids, sewage, and 
electrolysis. 
Horton, C. C. Efficiency and Cost of 
Concrete for the Preservation of Piles 
Exposed to Sea Water. N. A. Cem. 
Users Proc., v. 6 (1910), p. 169-171. 
Short discussion of various methods and some 
cost data. ’ 
Hover, N. G. HAydrated Lime in 
Boston Navy Yard Concrete Specimen. 
Eng. & Contr., v. 47 (1917), p. 199. 
Objects to conclusions regarding hydrated lime 
in Aberthaw concrete-sea water tests. 
See Aberthaw Construction Com- 
pany, III. 
Hydrated Lime not Fairly 
Treated in Boston Sea Water Tests. 
Eng. N. Rec., v. 80 (1918), p. 575. 
Criticizes conclusions regarding hydrated lime 
in Aberthaw tests of concrete in sea water. 
See also Aberthaw Construction 
Company, ITI. 
