TA7 .W34 no. 6-627
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Influence of alkali content of fly ash on effectiveness in preventing expansion of concrete. |
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TA7 .W34 no. 6-637
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Petrographic examination of concrete cores, Chickamauga Dam powerhouse - unit 3, Tennessee Valley Authority. |
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TA7 .W34 no. 6-654 Report 1
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Investigation of instruments for measuring pore pressure in concrete : report 1 : literature review and preliminary laboratory tests. |
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TA7 .W34 no. 6-654 Report 2
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Investigation of instruments for measuring pore pressure in concrete : report 2 : instruments installed at Hartwell Dam, Georgia / |
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TA7 .W34 no. 6-717
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Effects on concrete quality of fluctuations, within specification limits, in coarse aggregate grading / |
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TA7 .W34 no. 6-747
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Development of methods of testing aggregate larger than 1-1/2 inch / |
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TA7 .W34 no. 6-748
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Comparison of properties of mass concrete containing 3- and 6-in. maximum size, crushed limestone coarse aggregate / |
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TA7 .W34 no. 6-763 Report 2
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Shock-absorbing materials : report 2 : cellular concrete as a backpacking material / |
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TA7 .W34 no. 6-763 Report 3
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Shock-absorbing materials : report 3 : selection of a suitable low-density concrete for backpacking for a proposed field test / |
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TA7 .W34 no.6-763 rept.1
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Shock-absorbing materials. |
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TA7 .W34 no. 6-782
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Freezing-and-thawing tests of concretes of various strengths and air contents / |
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TA7 .W34 no. 6-784
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Investigation of concrete in Eisenhower and Snell Locks, St. Lawrence Seaway / |
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TA7 .W34 no. 6-787
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Cement performance in concrete / |
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TA7 .W34 no. 6-788
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Methods of reducing the size and number of voids on formed concrete surfaces / |
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TA7 .W34 no. 6-802
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Shock response of rock at pressures below 30 kilobars / |
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TA7 .W34 no. 6-804
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Investigation of maximum allowable water-cement ratios for mass concrete / |
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TA7 .W34 no. 6-811 Report 2
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Strain meters and stress meters for embedment in models of mass concrete structures : report 2 : evaluation of Microdot embedment strain gage / |
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TA7 .W34 no. 6-818 Report 1
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Static tests of reinforced concrete beams : report 1 : development of iterative analysis procedure and tests of beams reinforced with steel, aluminum, and fiber glass, with and without helical compressive reinforcement / |
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TA7 .W34 no. 6-819
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Effect of fineness of continuously graded coarse aggregate on properties of concrete / |
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TA7 .W34 no. 97-5, v. 1
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Burns Harbor, Indiana, monitoring study : final report. |
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