24 
SHERTZER, T. B. Further Examples of 
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Age, v. 8 (1909), p 
Discusses distatetetion of concrete sea struc- 
tures in Maine and New York. Describes tests 
on laboratory specimens made to ascertain 
cause. 
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Description of investigation of concrete work 
at Aberdeen Harbor and general discussion of 
chemical deterioration of concrete in sea water. 
Discussion and correspondence by numerous 
engineers with accounts of many other tests 
and observations. Much technical detail. 
Tabulated data. Remedial measures. 
Snow, W. A. Pronounced Reinforce- 
ment Corrosion Due to Sea Water or 
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SPANISH SEA-WATER COMMISSION. 
Action of Sea Water on Cements. 
Ann. des P. et Chs., v. 11 (1917), p. 
253-254. Abs., Chem. Abs., v. 12 
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Deedes, causes and nature of action and 
offers recommendations for preventing. 
SpackMaNn, H. 8S. Alumina-Cement— 
Its Development, Use and Manufac- 
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Discusses alumina cement as used in France. 
Much greater resistance to sea water. 
See also II. , 
SPREGELBURG. See II. 
Squire, H. B. Some Observations on 
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Questions certain of Wig and Ferguson’s con- 
clusions regarding failure of concrete in sea 
water. Discusses relative values of calcium 
carbonate skin and density as protection. Also 
causes of reinforcement corrosion. 
(See Wie, R. J., and L. R. Frr- 
Gauson, ITI.). 
STanirorD, C. W. Tensile Tests of 
Cement Briquettes Exposed to Fresh 
River and Artificial Sea Water. 
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Chem. Abs., v. 6 (1912), p. 1830. 
Tests covering one year with several brands 
of cement. Diagrams. 
Pare VSS: Reinforced Concrete 
Docks. VALS. CC. aiiranss v.78 
(1915), p. 1058-1111. 
Review of foreign and American practice in 
reinforced concrete dock construction, failures 
and causes, opinions of experts and general con- 
clusions. Considers initial cost and repairs. 
Discussions. 
See also VI. 
THatcHer, EK. Effect of Sea Water 
Upon Portland Cement, 
Concrete, and Upon Steel Embedded 
Mortar and | 
bs, 
BULLETIN 1314, U. S. DEPARTMENT OF AGRICULTURE 
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Review of current opinions and experiences of 
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note. 
Tocu, M. See IV. 
Tocu Brotuers, R. J. Wie, and L. R. 
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Exceptions taken to conclusions of Wig and 
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Reply. 
Torriny AC So Use “ar vemyonced 
Concrete in or Near Sea Water. Eng. 
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Summary of rules for securing durable work. 
Tuate,.A..'S.,K., ALLEN, and.W. T. 
CARPENTER. Report on the use of 
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22 p. Abs., Eng. & ‘Contr; v: 56 
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Reports conditions of Coney Island bathhouse.. 
Experience, opinions, and suggestions of many 
engineers and concrete authorities on use of 
concrete in sea water. Chemical action dis- 
cussed. 
Tuttitn, M. C. Concrete Test Speci- 
mens in Sea Water at Charlestown 
Navy Yard. Eng. Rec., v. 64 (1911) 
p. 229. 
1911 progress report on Aberthaw Construction. 
tests of reinforced concrete piers in sea water at 
Charlestown. Tabulated data. Llustrated. 
U. 8S. Navy (Joint experimenters. 
with Aberthaw Construction Co.) 
Bee ABERTHAW CONSTRUCTION Co., 
II 
Van DER Kuogs, J. A. Action of Sea 
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273. 
Viennot. Effect of Sea Water on 
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Wason, L. C. Tests of Concrete in 
Sea Water. Eng. & Contr., v. 58 
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(1922), 151-153.., A. 8S. C.- E. 
Trans. v. 86 (1923), p. 447-454; 
Discussion, p. 455-469. 
Results of observations of piers in Boston. 
Harbor. 
Weiter, J. L. Sea Water Concrete 
not Hopeless. Eng. N. Rec., v. 80 
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Questions conclusions in series of five articles: 
by R. J. Wig and L. R. Ferguson on concrete- 
in sea water. Author’s reply. 
ovata, R. J. and L. R. Fereuson 
| WENTWORTH-SHEILDS, F.E. Best Way 
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Results of 20 years’ ea satis and observation. 
