Conclusions
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1.
To waterproof pervious construction joints and cracks having a separation of up to 0.5 mm, it is recommended to use strengthened glass fiber, as follows: one layer for heads of up to 15 m, two layers for heads between 15 and 30 m, and three layers for heads of over 30 m.
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2.
The waterproofing coating should be subjected to temporary back pressure produced by a pneumatic rubber cylinder or by a compression device transmitting the back pressure through a soft porous rubber packing. It is convenient to apply the waterproofing coating in 1000–1200-mm-wide strips with overlaps of not less than 100 mm.
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3.
For waterproofing wet concrete surfaces it is recommended to use a mastic epoxy coating applied without the pressure transmitted by a compression device, after removing the concentrated infiltration spots, by using strengthened waterproofing coatings.
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 16–18, December, 1972.
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Segal', M.S., Solov'ev, I.N. & Khasin, B.F. Isolation of pervious concrete in the hydraulic structures of the Kaunas hydroelectric plant (Lithuanian SSR) by using polymer materials. Hydrotechnical Construction 6, 1147–1150 (1972). https://doi.org/10.1007/BF02377019
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DOI: https://doi.org/10.1007/BF02377019