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l. Cresson, L.; British Patent 191, 474; Jan. 12, 1923.

2. Lefebure, V.; British Patent 217, 279; June 5, 1924.

3. Kirkpotrick, S. M.; British Patent 242,345; Nov. 6, 1925.

4. R. Critchley Ltd. and Bond, A. E.; British Patent 369,561; March 17, 1932.

5. Rodwell, A. G.; German Patent 680,312; Aug. 29, 1939.

6. Cooke, G. B.; U. S. Patent 2,227533; Jan. 7, 1941; assigned to Crown Cork & Seal Co., Inc.

7. Jaenicke, J., , ., Mie-del, H., and Schweitzer, O.; U. S. Patent 2,311,233; Feb. 16, 1943; assigned to American Lurgi Corporation.

8. Griffiths, L. N., Floor Surfa-cings for Food Processing Plants, Food Manufacture, 26(9): 369372 (1951).

9. Stevens, W. H., Latex Processes and Potentialities, Rubber Deve lopments, 1 (3): 1013 (1948).

10. Geist, J. M., Amagna, S. V., and Mellor, . ., Improved Portland Cement Mortars with Polyvinyl Acetate Emulsions, Industrial and Engineering Chemistry, 45(A): 759767 (1953).

11. Anon, Dow Latex 560 for Portland Cement Compositions, Midland, Michigan: The Dow Chemical Co. (1959).

12. Anon., Rhoplex MC-4530, Cement Mortar Modifier, Philadelphia: Rohm & Hass Co. (1964).

13. Tyler, O. Z., and Drake, R. S., Superior Strength Properties with Po-Lymer-Modified Portland Cements, Adhesives Age, 4 (9): 3039 (1961).

14. Sanders, P. F., and Mills, G.; U. S. Patent 3,043,790; July 10, 1962; assigned to E. I. du Pont de Nemours and Co.

15. Evans, R. M.; U. S. Patent 3,196,122; July 20, 1965; assigned to The Master Mechanics Co.

16. Siegele, F. II.; U. S. Patent 3,197,428; July 27, 1965; assigned to American Cyanamid Co.

17. The Dow Chemical Co.; British Patent 1,1015,062; Dec. 31, 1965.

18. Mori, S., Kawano, ., and Ohama, Y.; Japanese Patent 426,551; May 27, 1964; assigned to Onoda Cement Co.

19. . . -

. .: , 1960.

20. Namiki, M., and Ohama, Y., Plastics Concrete (in Japanese), Kyoto: Kobunshi-Kankokai (1965).

21. . . - . .: , 1967.

22. . ., . ., . . - . .: , 1971.

23. . . -. .: , 1977.

24. Wilson, A. D., and Crisp, S., Organolithic Macromolecular Materials, London: Applied Science Publishers Ltd. (1977).

25. ACI Committee 548, Polymers in Concrete, Detroit: American Concrete Institute (1977).

26. Wagner, H. ., Polymer-Modified Hydraulic Cements, Industrial and Engineering Chemistry, Product Research and Development, 4 (3): 191 196 (1965).

27. Wagner, H. ., Compressive Strength of Polymer-Modified Hydraulic Cements, Industrial and Engineering Chemistry, Product Research and Development, 5 (2): 149152 (1966).

28. Wagner, H. ., Hydration-Limi-ted, Polimer-Modified Hydraulic Cements, Industrial and Engineering Chemistry, Product Pesearch and Development, 6 (4): 223231 (1967).

29. Wagner, H. ., and Crenley, D. G., Interphase Effects in Polymer-Modified Hydraulic Cements, Journal of Applied Polymer Science, 22 (3): 813 822 (1978).

30. Petri, R., Kunststoffe- Desper-sion fur die Modifizieren Hydraulischer Bindermittel, Betonstein Zeitung, 29 (9): 467471 (1963).

31. Mori, S., Kawano, ., Ohama, Y., Kunisawa, S., and Okikura, M., Influeri: ces of Stability of Rubber Latices on the Latex-Cement Mortars (Introduction, Part I, Part II, Part III, and Part IV) (in Japanese), Journal of Research of the Onoda Cement Company, 13 (48) (49) (50): 102130, 171 176 and 232245 (1961).

32. Ohama, Y., Ibe, H., Miner, H., and Kato, K-, Cement. Mortars Modified by SB Latexes with Variable Bound Styrene, Rubber Chemistry and Technology, 37 (3): 758769 (1964).

33. Ohama, Y., Formulas of Estimating the Compressive Strength of Polymer-Modified Mortars, Proceedings of the Fifteenth Japan Congress on Materials Research , The Society of Materials Science, Japan, Kyoto, Japan, 151 153 (1972).

34. Ohama, Y., Mix Design System for Polymer-Modified Mortars, Proceedings of the Second Australian Conference on Engineering Materials, Sydney, Australia, 163172 (1981). '

35. Ohama, Y., Study on Properties and Mix Proportioning of Polymer-Modified Mortars for Buildings, (in Japanese), Report of the Building Research Institute, No. 65, Tokyo, Japan : Building Research Institute, (1973).

36. Nutt, W. O., Polymer Cements, Plastics in Building Structure, Paper 13, 8388 (1966).

37. Nutt, W. .; British Patent 1,065,053; April 12, 1967; assinged to The Cement Marketing Co., Ltd.

38. Dikeou, J. ., Cowan, W. C, DePuy, G. W Smoak, W. G., Wallace, G. ., Steinberg, M., Kukacka, L. E., Auskern, A., Colombo, P., Hendrie, J. M., and Manowitz, ., Concrete-Polymer Materials (Third Topical Report), REC-ERC-71-6 and BNL 50275 (T-602), pp. 919, Bureau of Reclamation, Denver, and Brookhaven National Laboratory, New York (1971).

39. Donnelly, J. H.; U. S. Patent 3,198,758; Aug. 3, 1965.

40. Duff, R. A.; U. S. Patent 3,753,849; Aug. 21, 1973.

41. Szukiewicz, W.; U. S. Patent 2,902,388; Sept. 1, 1959; assigned to Allied Chemical Corporation.

42. Wagner, H. ., Methylcellulose in Water-Retentive Hydraulic Cements, Industrial and Engineering Chemistry, 52 (3): 233234 (1960).

43. Shibazaki, ., Properties of Masonry Cement Modified with Water-Soluble Polymers (in Japanese), Semento-Gijutsu-Nempo 1963: (17): 194199 (1964).

44. Riley, V. R., and Razl, I., Polymer Additives for Cement Composites: A Review, Composites, 5 (1): 2733 (1974).

45. Ohama, Y., Reference (35), 100104 (1973).

46. Schwiete, H. E., Ludwig, V., and Aachen, G. S., The Influence of Plastics Dispersions on the Properties of Cement Mortars, Betonstein Zeitung 1 (35): 7-16 (1969).

47. Wagner, H. ., and Grenley D. G., Reference (29), 821822 (1978).

48. Kolthoff, M., and Stenger, V. A., The Adsorption of Cations from Ammo-niacal Solution by Silica Gel, Journal of Physical Chemistry 36: 21132126 (1932).

49. Ohama, Y., Reference (35), 87, 91 (1973).

49a. Wagner, H. ., Reference (26), 191 192 (1965).

49b. Ohama, Y., and Shiroishida, K., Freeze-Thaw Durability of Polimer-Modified Concrete (in Japanese), Nihon-Kenchiku-Gakkai Kanto-shibu Kenkyu-Hokokushu, (41), 165168 (1983).

49c. Kasai, Y., Matsui, I., and Fukushima, Y., Physical Properties of Polymer-Modified Mortars, Proceedings of the Third International Congress on Polymers in Concrete (Vol. 1), Koriya-ma, Japan, 178192 (1982).

50. Mine, H.; Japanese Patent 42,131; Jan. 28, 1977.

5LOkauchi, A. and Muroi, S.; Japanese Patent 487,204; Dec. 3, 1969.

52. Ohama, Y., Development of Concrete-Polymer Materials in Japan, Proceedings of the Second International Congress on Polymers in Concrete, Austin, U. S. A., 125 (1978).

53. Ohama, Y., Nishimura, ., Miyake, ., and Kan, S., Proposed Mix Proportioning of Polimer- Modified Concrete, Proceedings of the Third International Congress on Polimers in Concrete (Vol. 1), Koriyama, Japan, 320 (1982).

54. Ohama, Y., Nishimura, ., Miyake, ., and Kan, S., Reference (53), 319 (1982).

55. Ohama, Y., Reference (35), 46 (1973).

56. Ohama, Y., Nishimura, ., Miyake, ., and Kan, S., Reference (54), 311322 (1982).

57. Lyse, I., Test on Consistency and Strength of Concrete Having Constant Water Content, Proceedings of the American Society for Testing and Materials, 32, Part 2: 629636 (1932).

58. Kan, S., Mix Proportioning and Properties of Polymer-Modified Concretes and Mortars (in Japanese), Master Thesis, Koriyama, Japan: College of Engineering, Nihon University, 35 (1983).

59. Ohama, Y., Miyake, ., and Nishimura, M., Effect of Polymer-Cement Ratio on Fresh Polymer-Modified Concrete (in Japanese), Reports of Annual Meeting 1980, Architectural Institute of Japan, 239240 (1980).

60. Ohama, Y., Reference (35), 5455, (1973).

61. Ohama, Y., Miyake, ., and Nishimura, M., Properties of SBR-Modified Concrete (in Japanese), Nihon-Kenchiku-Gakkai Kanto-shibu Kenkyu-Hokokushu 1980, 289292 (1980).

62. Ohama, Y., Reference (35), 74 (1973).

63. Ohama, Y., Masaki, S., and Shiroishida, K., Comparison of Performance of Polymer Dispersions for Cement Modifiers, Building Materials, Proceedings of the 1980 European Conference, pp. 97105, The Construction Press, Lancaster (1980).

64. Ohama, Y., Reference (35), 81 (1973).

65. Zivica, V., The Properties of Cement Paste with Admixture of Polyvinyl Acetate Emulsion, Bulletin RILEM, (28): 121 128 (1965).

66. Ohama, Y., Improvement in Properties of Vinyl Acetate-Type Polymer-Modified Mortars, Proceedings of the Thirteenth Japan Congress on Materials Research, The Society of Materials Science, Japan, Kyoto, Japan, 212215 (1970).

67. . . [19]. . 27.

68. . . [19]. . 26.

69. Mori, S., and Kawano, .,-Unpublished Data.

70. Ohama, Y., Reference (35), 58 62 (1973).

71. Namiki, M., and Ohama, Y., Reference (20), 85 (1972).

72. Geist, J. M., Amagna, S. V., and Mellor, . ., Reference (10), 759767 (1953).

73. Brocard, M. J., I. Etude de

L'Incorporation D'Emulsion de Resineds

Syntnetiques Dans Les Mortiers et

Beton Annates de VInstitut Technique

du Batiment et des Travaux Publics,

13 (156): 13571371 (1960).

74. Ohama, Y., Reference (35), 108113 (1973).

75. Ohama, Y., Reference (35), 122127 (1973).

76. Geist, J. M., Amagna, S. V., and Mellor, . ., Reference (10), 759767 (1953).

77. . . [19]. . 1623.

78. Ohama, Y., Comparison of Properties with Various Polymer-Modified Mortars, Synthetic Resins in Building Construction 1, pp. 153168, Eyrolles, Paris (1970).

79. Hashimoto, H., and Ohama, Y., Strengths of Polymer-Modified Concretes (in Japanese), Concrete Journal, 15 (11): 117124 (1977).

80. Wagner, H. ., Reference (27), 150 (1966).

81. Powers, . , and Brownyard, T. L., Studies of the Physical Properties of Hardened Portland Cement Paste, Journal of the American Concrete Institute, 18: 971992 (1947).

82. Talbot, A. N., A Proposed Method of Estimating the Density and Strength of Concrete and of Proportioning the Materials by the Experimental and Analytical Consideration of the Voids in the Mortar and Concrete, Proceeding of the American Society for Testing and Materials, 21: 940969 (1921).

83. Ohama, Y., Unpublished Data.

84. Ohama, Y., Kan, S., and Sigahara, ., Physical Properties of Steel Fiber Reinforced Polymer-Modified Mortars, Proceedings of the Twenty-Fifth Japan Congress on Materials Research, The Society of Materials Science, Japan, Kyoto, Japan, 239242 (1982).

85. Kan, S., Reference (58), 154 193 (1983).

86. Ohama, Y., Reference (35), 120 (1973).

87. Hashimoto, H., and Ohama, Y., Effects of Curing Methods on Strengths of Polymer Modified Concretes, Journal of the College of Engineering of Nihon University, Series A, 19: 113 119 (1978).

88. Ohama, Y., Reference (35), 137138 (1973).

89. Frondistou-Yannas, S. A., and

Shah, S. P., Polymer Latex Modified

Mortar Journal of the American

Concrete Institute, 69: 6165 (1972).

90. Ohama, Y., and Kan, S., Effects

of Specimen Size on Strength and

Drying Shrink-age of Polymer-Modified

Concretes, The International Journal of

Cement Composites and Lightweight

Concrete, 4 (4): 229233 (1982).

91.Branks, R. F., and McNamara, . , Mass Concrete Tests in Large Cylinders, Proceedings of the American Concrete Institute, 31: 280303 (1935).

92. Anon., Effects of Maximum Size of Aggregate upon Compressive Strength of Concrete, Laboratory Report No. C-1052, U. S. Bureau of Reclamation, Denver, Colorado (1963).

93. Soroka, I., Portland Cement Paste and Concrete, London: Macmillan Press Ltd. 214215 (1979).

94. Mitsubishi Petrochemical Co. Ltd. and Taiseikensetsu Kabushiki-kaisha; British Patent 1,313,268; April 11, 1973.

95. Ohama, Y., Surface Hardness of Polymer-Modified Mortars, Proceedings of the Sixteenth Japan Congress on Materials Research, The Society of Materials Science, Japan, Kyoto, Japan, 219221 (1973).

96. Shiroishida, K-, Durability of Polymer-Modified Mortars (in Japanese), Master Thesis, Koriyama, Japan: College of Engineering, Nihon University, 136 216 (1983).

97. Kobayashi, K., and Kimachi, Y., Improvement of Ductility of Concrete Through the Addition of Polymer Dispersion (in Japanese), Semento-Gijutsu-Nempo 1977 (31): 414417 (1977).

98. Ohama, Y., and Hashimoto, Y., Study on Mix Proportioning of Polymer-Modified Concrete; Part 4, Deformation Characteristics (in Japanese), Nihon-Kenchiku-Qakkai Tohoku-shibu Kenkyu-Hokokushu, (31), 119122 (1978).

99. Ohama, Y., Kan, S., and Sugahara, ., Flexural Behaviour of Steel Fiber Reinforced Polymer-Modified Mortars (in Japanese), Nihon-Kenchiku-Gakkai Tohoku-shibu Kenkyu-Hoko-kushu, (38), 6770 (1981).

100. Ohama, Y., Reference (35), 190192 (1973).

101. Ohama, Y., Reference (35), 30 (1973).

102. Kawano, ., Studies on the Mechanism of Reducing Drying Shrinkage of Cement Mortar Modified by Rubber Latex, Proceedings of the Third International Congress on Polymers in Concrete (Vol. 1), Koriyama, Japan, 147162 (1982).

103. Ohama, Y., and Hashimoto, H., Drying Shrinkage and Compressive Qreep of Polymer-Modified Concrete (in Japanese), Semento-Gijutsu-Nempo 1978 (32): 308311 (1978).

104. Ohama, Y., Creep of Polimer-Modified Mortars, Proceedings of the Twelfth Japan Congress on Materials Research, The Society of Materials Science, Japan, Kyoto, Japan, 308311 (1969).

105. . . [21].. 4246.

106. Anon., Latex Modified Cement Mortars, Dow Latex 460 and Dow Latex 464, Midland, Michigan: The Dow Chemical Co., 42 (1965).

107. Ohama, Y., and Sugahara, ., Drying Shrinkage of Steel Fiber Reinforced Polymer-Modified Mortars, Proceedings of the Third International Congress on Polymers in Concrete (Vol. 1), Koriyama, Japan, 250260 (1982).

108. Ohama, Y., Masaki, S., and Shiroishida, K., Reference (63), 103 104 (1980).

109. . . [21].. 4856.

. Zivica, V., Reference (65), 127128 (1965).

111. Tyler, . Z., and Drake, R. S., Reference (13), 3039 (1961).

112. Namiki, M., and Ohama, Y., Reference (20), 125 (1965).

113. Mori, S., Kawano, ., Ohama, Y., and Nakakuki, Y., Influences of Stability of Rubber Latices on the Latex-Cement Mortars (Part V) (in Japanese), Journal of Research of the Onoda Cement Company 14 (52): 7787 (1962).

114. Ohama, Y., Reference (35), 116 (1973).

5. Petri, R., Kunststoff-Dispersi-on fur die Modifizierung hydraulischer Bindemittel, Betonstein Zeitung 29 (9): 467471 (1963).

116. Ohama, Y., Reference (35), 2627 (1973).

117. Ohama, Y., Reference (35), 170 (1973).

118. Riley, V. R., and Razl, I., Reference (44), 29 (1974).

119. Ohama, Y., and Shiroishida, K., Unpublished Data.

120. Ohama, Y., Reference (35), 172 (1973).

121. Mori, S., and Kawano, .,

Properties and Applications of Latex-

Modified Mortars (in Japanese), Semen

to-Gijutsu-Nempo 1960 (14): 331338 (1961).

122. Anon., Reference (11), 9 (1959).

123. Anon., Reference (12), (1964).

124. Mattiotti, P., L'Emploi des Emulsions d'A6etate de Polyvinyle Dans les Mprtiers, Annates de Vlnstitut Technigue du Batiment et des Travaux Publics (257): 702718 (1969).

125. Ohama, Y., Reference (78), 167 (1970).

126. Ohama, Y., Reference (35), 161 166 (1973).

127. Fukuchi, ., Ohama, Y., Hashimoto, H., and Sugiyama, M., Properties of Steel Fiber Reinforced Polymer Modified Concrete, Proceedings of the Twenty-First Japan Congress on Materials Research, The Society of Materials Science, Japan, Kyoto, Japan, 163165 (1978).

128. Ohama, Y., and Shiroishida, K., Abrasion Resistance of Polimer-Modified Mortars (in Japanese), Nihon-Kenchiku-Qakkai Tohoku-shibu Kenkyu-Hoko-kushu, (38), 6366 (1981).

129. Teichman, H., Polymer Dispersion for Cement and Concrete, Proceedings of the First International Congress on Polymers in Concrete, London: U. K., 112124 (1976).

130. Qierloff, M., Resin Dispersion Modified Concretes under Traffic Simulation, Proceedings of the Third International Congress on Polimers in Concrete (Vol. 1), Koriyama, Japan, 291310 (1982).

131. Ohama, Y., Durability Performance of Polymer-Modified Mortars, Proceedings of the Second International Conference on Durability of Building Materials and Components, Qaitherburg, U. S. A., 242248 (1981).

132. Anon., Dow Latex 460 and 464 Improve the Properties of Portland Cement Mortars, Technical Bulletin, Midland, Michigan: Dow Chemical Co. (1973).

133. Ohama, Y., Unpublished Data.

134. . . [21]. . 39.

135. Ohama, Y., Reference (131), 246 (1981).

136. Ohama, Y., Suzuki, S., and Izumi, Y., Incombustibility of Polymer-Modified Mortars, Proceedings of the Third International Congress on Polymers in Concrete (Vol. 1), Koriyama, Japan, 222233 (1982).

137. Osawa, Z., Decomposition of Plastics (in Japanese), Toshi-to-Haiki-butsu 1, (1): 2025 (1971).

138. Shiroishida, K-, Reference (96), 8789, 123125 (1983).

139. . . [21].. 5657.

140. FrondistouftYannas, S. A., and Shah, S. P., Reference (89), 6165 (1972).

141. Shiroishida, K., Reference (96), 3132 (1983).

142. Ohama, Y., Adhesion Durability of Polimer-Modified Mortars through Ten-Year Outdoor Exposure, Proceedings of the Third International Congress on Polymers in Concrete (Vol. 1), Koriyama, Japan, 209221 (1982).

143. Ohama, Y., and Miyake, ., Accelerated Carbonation of Polymer-Modified Concrete, Transactions of the Japan Concrete Institute 2: 6168 (1980).

144. Shiroishida, K., Reference (96), 253313 (1983).

145. Nakamura, S., Methyl Cellulose as Mortar Admixture (Part 2) (in Japanese), Building Engineering (Kenchiku-Gijutsu), (149): 8591 (1963).

146. Ohama, Y., Admixtures for Ceramic Tile Setting Cement Mortars (in Japanese), Journal of Research of the Onoda Cement Company, 59 (16): 4455 (1964).

147. Wagner, H. ., Methylcellulose in Water-Retentive Hydraulic Cements, Industrial and Engineering Chemistry, 3 (52): 233234 (1960).

148. Shibasaki, ., Properties of Masonry Cement Modified with Water-Soluble Polymers (in Japanese), Se-ment-Gijutsu-Nempo 1963 (17): 194 198 (1964).

149. Nakamura, S., Methyl Cellulose as Mortar Admixture (Part 1) (in Japanese), Building Engineering (Kenchiku-Gijutsu), (148): 61-70 (1963).

150. Nutt, W. O.; British Patent 1,065,053; April 12, 1967; assigned to The Cement Marketing Co., Ltd.

151. Nutt, W. O.; U. S. Patent 3,437,619; April 8, 1969; assigned to The Cement Making Co., Ltd.

152. Nutt, W. O., An Evaluation of a Polymer Cement Composite, Composites, 1 (4): 234238 (1970).

153. Dikeou, J. ., Cowan, W. C, DePuy, G. W., Smoak, W. G., Wallace, G. ., Steinberg, M., Kukacka, L. E., Auskern, A., Colombo, P., Hendrie, J. M., and Manowitz, ., Reference (38), (1971).

154. Samy Abdel Monem El-Garf, Materiali per Costruzione a Base di Cemento e Poliesteri Instauri, Materie Plastiche de Elastomeri, (6), 464 468 (1976).

155. Birkimer D. L., and Lindeman, R. A., Dynamic Tensile Strength of Synthetic Polyester Concrete, ASCE National Structural Engineering Meeting, Meeting Preprint, (1157), American Socieh of Civil Engineers, New York, 1 12 (1970).

156. Donnelly, J. H.; U. S. Patent 3,198,758; Aug. 3, 1965.

157. Valenta, O., and Kucera, E., Synthetic Resin in Building Construction 1, pp. 229237, Eurolles, Paris (1970).

158. Raff, R. A. V. and Austin, H., Epoxy Polymer Modified Concretes, Polimers in Concete, Publication SP-40, pp. 339345, American Concrete Institute, Detroit (1973).

159. Sun, P. F., Nawy, E. G., and Sauer, J. A., Properties of Epoxy-Cement Concrete Systems, Journal of the A merican Concrete Institute, 72 (11): 603613 (1975).

160. Nawy, E. G., Ukadike, M. M., and Sauer, J. A., High-Strength Field Polimer Modified Concretes, Proceedings of the American Society of Civil Engineers, 103 (ST 12): 23072322 (1977).

161.McClani, R. R., Epoxy Modified Cement Admixtures, Polymers in Concrete, Proceedings of the Second International Congress on Polymers in Concrete, Austin, U. S. A., 483501 (1979).

162. Szukiewicz, W.; Reference (41).

163. Shearing, H. J.; British Patent 1,192,864; May 20, 1970; assigned to Imperial Chemical Industries Ltd.

164. Ohama, Y., Performance of Building Materials Using Polyurethane (Part 3), Annual Report of BRI (Kenchiku-Kenkyusho Nempo) April 1968-March 1969, 605619 (1969).

165. . .

[21].. 28.

166. Steinberg, M., Kukacka, L. E., Colombo, P., Kelsch, J. J., Manowitz, ., Dikeou, J. ., Backstrom, J. E., and Rubenstein, S., Concrete-Polymer Materials (First Topical Report), BNL 50134 (T-509) (Isotopes Industrial Technology-TID-4500) and USBR GEN REP. 41, Brookhaven National Laboratory, New York, and Bureau of Reclamation, Denver (1968).

167. Gebauer, J., and Coughlin, R. W., Preparation Properties & Corrosion Resistance of Composites of Cement Mortar and Organic Polymers, Cement and Concrete Research, I (2): 187210 (1971).

168. Morgan, D. R., Cook, D. J Chaplin, R. P., and Sirivatnanon, V., Premix Polymer-Cement Mortar,' UNICIV Report No. R-132, University of New South Wales, Kensington. Australia (1974).

169. Leirikh, V. E., Antonova, I. T., Savvina, Yu. A., Fiskina, R. Ya., and Brodskii, G. S., On Properties of Concrete Modified with Furyl-Aniline Resin, Plasticheskie Massy (10): 3842 (1960).

170. Heins, C. F., Consultation and Research on Polimer Concrete Composites, REC-14-06-D-7173 (PB 210846), p. 20, University of Denver, Denver (1972).

171. Raff, R. A. V., and Huffaker, E. M., Polymer Cement Concrete with Furfuryl Alcohol Resins (Final Report), Research Report (73/20-8-33), U. S. Bureau of Reclamation, Denver, (1973).

172. Cardone, S. M., Brown, M. G., and Hill, A. A., Latex-Modified Mortar in the Restoration of Bridge Structures, Highway Research Board, (260): 1-13 (1960).

173. Clear, K. C, and Chollar, . ., Styrene-Butadiene Latex Modified for Bridge Deck Overlay Concrete, Report No. FHWA-RD-78-35 (PB-283945), p. 117 Federal Highway Administration, Washington, (1978).

174. Kuhlmann, L. A., Performance History of Latex-Modified Concrete Overlays, Applications of Polimer Concrete, Publication SP-69, pp. 123143, American Concrete Institute, Detroit (1981).

175. Lavelle, J. A., Acrylic Modified High-Solids Cementitious Coatings, American Paint & Coatings Journal, 67 (11): 4750 (1982).

176. AC I Committee 548, Reference (25), 76 (1977).

177. Akihama, S., Morita, H., Watanabe, S., and Chida, H., Improvement of Mechanical Properties of Concrete Through the Addition of Polymer Latex, Polymers in Concrete, Publication SP-40, pp. 319338 American Concrete Institute, Detroit (1973).

178. Riley, V. R., and Razl, I.,. Reference (44), 32 (1974).

179. Ohama, Y., and Aizawa, S., The Finishing Methods and Applications of Onoda CX Mortars (in Japanese), Journal of Research of the Onoda Cement Company, 15 (56): 133142 (1963).

180. Takahashi, ., Tomioka, S., and Suga, M., Basic Study and Practical Applications on Efficiency of SBR Latex for Cement Admixture (in Japanese). Technical Reports of Research Laboratory of Simitomo Construction Co. Ltd., (5): 1930 (1978).

181. Tokinaga, ., Tokumoto, M., Terao, M., Sasaki, Y., Koga, S., and Fujii, K-, Studies of Gas Concrete Modified by Polymer Emulsion (in Japanese), Semento-Gijutsu-Nempo 1974 (28): 378381 (1974).

182. Smith, D. K., Cementing (Second Edition), p. 14, Society of Petroleum Engineers of AIME, New York (or Dallas), (1976).

183. Steinberg, M., Kukacka, L. E.

et. al., Cementing of Geothermal Wells,

Progress Report No. 1, No. 2, No. 3, No. 4,

No. 5, and No. 6, Brookhaven National Laboratory, New York (1976 to 1977).

 

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