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xv | |
About the editors |
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xxiii | |
Foreword |
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xxv | |
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Part One Eco-friendly innovative cement and concrete |
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1 | (146) |
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1 Foamed concrete containing industrial wastes |
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3 | (20) |
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3 | (2) |
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1.2 Constituent materials |
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5 | (1) |
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1.3 Proportioning of foam concretes |
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6 | (1) |
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1.4 Form concrete properties |
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7 | (5) |
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1.5 Functional characteristics |
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12 | (2) |
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1.6 Fresh and hardened features |
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14 | (4) |
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18 | (5) |
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18 | (5) |
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2 Valorization of industrial byproducts and wastes as sustainable construction materials |
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23 | (22) |
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2.1 Overview of industrial byproducts and wastes as sustainable cement replacement materials |
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23 | (1) |
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2.2 Ground granulated blast furnace slag |
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24 | (2) |
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26 | (1) |
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27 | (1) |
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27 | (1) |
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28 | (1) |
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29 | (1) |
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30 | (1) |
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2.9 Effect of sustainable cement replacement materials |
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30 | (1) |
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2.10 Significance of achieving sustainability through replacement of conventional fine and coarse aggregates |
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31 | (1) |
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32 | (2) |
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2.12 Palm oil clinker sand |
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34 | (2) |
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36 | (1) |
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2.14 Oil palm shell as coarse aggregate |
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36 | (2) |
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2.15 Palm oil clinker as coarse aggregates |
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38 | (1) |
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2.16 Properties of lightweight aggregates |
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39 | (6) |
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41 | (4) |
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3 Enunciation of lightweight and self-compacting concretes using non-conventional materials |
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45 | (18) |
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3.1 Properties of lightweight concrete |
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45 | (18) |
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60 | (3) |
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4 The use of construction and demolition waste as a recycled aggregate in sustainable concrete production: workability, strength and durability properties |
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63 | (22) |
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63 | (1) |
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64 | (7) |
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71 | (14) |
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73 | (8) |
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81 | (4) |
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85 | (24) |
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85 | (1) |
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5.2 Types of natural fibers in construction |
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86 | (2) |
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5.3 Manufacturing and production of natural fibers |
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88 | (2) |
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5.4 Treatment of natural fibers |
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90 | (1) |
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5.5 Using fibers in construction |
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91 | (2) |
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5.6 Using fibers in concrete |
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93 | (2) |
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5.7 Fresh properties of concrete containing natural fibers |
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95 | (1) |
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96 | (1) |
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97 | (1) |
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5.10 Shrinkage and expansion |
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98 | (1) |
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5.11 Ductility and impact resistance |
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98 | (1) |
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99 | (1) |
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5.13 Economic, environmental and societal factors |
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100 | (1) |
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101 | (8) |
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102 | (7) |
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6 Eco-friendly fiber-reinforced concretes |
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109 | (38) |
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109 | (1) |
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6.2 Aggregates: environmental impact |
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110 | (2) |
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6.3 Sustainability of coconut shell aggregate |
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112 | (5) |
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6.4 Cement production: carbon emission |
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117 | (1) |
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118 | (1) |
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6.6 Steel fiber-reinforced CS concrete |
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119 | (6) |
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6.7 Sisal fiber-reinforced CS concrete |
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125 | (7) |
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6.8 Roselle fiber-reinforced CS concrete |
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132 | (7) |
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6.9 Ecofriendliness and sustainability of fiber-reinforced concrete |
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139 | (1) |
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139 | (1) |
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140 | (7) |
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141 | (6) |
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Part Two Use of industrial waste as aggregates: Properties of concrete |
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147 | (272) |
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7 Energy-saving materials |
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149 | (18) |
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149 | (1) |
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150 | (1) |
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151 | (5) |
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156 | (1) |
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7.5 Results and discussion |
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157 | (4) |
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161 | (6) |
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List of acronyms and notations |
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162 | (5) |
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163 | (2) |
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165 | (2) |
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8 Fresh and mechanical properties of concrete made with recycled plastic aggregates |
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167 | (20) |
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167 | (1) |
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8.2 Types and preparation of plastic waste used in the concrete production |
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168 | (1) |
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8.3 Properties of concrete containing recycled plastic aggregates |
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169 | (12) |
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8.4 Empirical relationships among different properties of RPAC |
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181 | (1) |
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181 | (6) |
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183 | (4) |
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9 Recycled glass as a concrete component: possibilities and challenges |
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187 | (24) |
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187 | (1) |
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9.2 Production and recycling of glass as aggregate |
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187 | (2) |
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9.3 Properties of glass aggregate |
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189 | (1) |
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9.4 Concrete incorporating glass aggregate |
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190 | (3) |
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9.5 Alkali-silica reaction of glass aggregate |
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193 | (6) |
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9.6 Ground glass as a pozzolan |
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199 | (1) |
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9.7 Glass aggregate in alkali-activated binders and foam concrete |
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200 | (2) |
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202 | (9) |
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203 | (8) |
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10 Recycled aggregate concrete: mechanical and durability performance |
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211 | (18) |
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211 | (1) |
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10.2 Recycled coarse aggregates |
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212 | (1) |
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10.3 Recycled aggregate concrete |
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213 | (8) |
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221 | (8) |
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221 | (8) |
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11 Microstructure and properties of concrete with ceramic wastes |
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229 | (26) |
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229 | (1) |
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11.2 General characteristics of ceramic wastes |
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230 | (3) |
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11.3 Properties of concrete with ceramic wastes |
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233 | (8) |
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11.4 Microstructure of concrete with ceramic wastes |
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241 | (7) |
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11.5 Conclusion and outlooks |
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248 | (7) |
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248 | (7) |
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12 Agricultural plastic waste |
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255 | (14) |
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12.1 Plastics in agriculture |
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255 | (3) |
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12.2 Agricultural plastic waste management |
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258 | (2) |
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12.3 Geographical information systems for agricultural plastic waste mapping |
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260 | (2) |
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12.4 Agricultural plastic waste mapping using satellite images |
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262 | (2) |
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264 | (5) |
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265 | (1) |
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265 | (4) |
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13 Recycling and applications of steel slag aggregates |
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269 | (20) |
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269 | (1) |
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13.2 Steel slag aggregate (SSA) |
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270 | (10) |
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13.3 Performance of SSA concrete |
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280 | (6) |
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286 | (3) |
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286 | (3) |
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14 Use of quarry waste in concrete and cementitious mortars |
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289 | (16) |
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289 | (1) |
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14.2 Use of quarry waste in concrete and cementitious mortars |
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290 | (1) |
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14.3 Effects of quarry waste on fresh concrete and cementitious mortar properties |
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290 | (4) |
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14.4 Effects of quarry waste on hardened concrete and cementitious mortar properties |
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294 | (8) |
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302 | (3) |
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303 | (2) |
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15 Implementation of agricultural crop wastes toward green construction materials |
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305 | (28) |
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305 | (28) |
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329 | (4) |
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16 Balancing sustainability, workability, and hardened behavior in the mix design of self-compacting concrete |
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333 | (26) |
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333 | (1) |
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16.2 Properties of recycled concrete aggregate |
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334 | (2) |
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16.3 Particularities and mix design of self-compacting concrete |
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336 | (1) |
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16.4 Fresh behavior: effect of RCA addition |
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336 | (9) |
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16.5 Hardened behavior: Strength and stiffness of SCC containing RCA |
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345 | (6) |
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351 | (8) |
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352 | (7) |
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17 Design guidelines for structural and non-structural applications |
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359 | (28) |
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359 | (1) |
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17.2 Environmental and economic aspects: benefits and constraints |
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360 | (2) |
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17.3 Recycled aggregates and other industrial aggregates in concrete mix designs |
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362 | (7) |
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17.4 Design of reinforced concrete structures with EAF concrete |
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369 | (11) |
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380 | (7) |
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381 | (6) |
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18 Strength and microstructure properties of self-compacting concrete using mineral admixtures. Case study I |
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387 | (20) |
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387 | (1) |
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18.2 Self-compacting concrete (SCC) |
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388 | (1) |
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18.3 Mineral admixtures from industrial waste for SCC preparation |
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389 | (6) |
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18.4 Strength of binary and ternary blend SCC with mineral admixtures |
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395 | (7) |
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402 | (1) |
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402 | (5) |
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404 | (3) |
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19 Durability properties of self-compacting concrete using mineral admixtures. Case study II |
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407 | (12) |
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407 | (2) |
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19.2 Comparison between CVC and SCC |
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409 | (1) |
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19.3 Classification of SCC |
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409 | (1) |
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19.4 Binary and ternary SCC mixes |
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410 | (1) |
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19.5 Durability studies on binary and ternary blend SCC |
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410 | (4) |
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414 | (2) |
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416 | (3) |
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416 | (3) |
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Part Three Innovative binders: alkali-activated and geopolymer concrete |
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419 | (132) |
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20 Difference between geopolymers and alkali-activated materials |
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421 | (16) |
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421 | (1) |
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20.2 Zero-cement versus cementitious binders |
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422 | (1) |
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20.3 History and development of AAMs and GPs |
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422 | (1) |
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423 | (6) |
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20.5 Challenges and opportunities |
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429 | (8) |
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430 | (7) |
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21 Geopolymer binders containing construction and demolition waste |
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437 | (38) |
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437 | (1) |
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21.2 Geopolymer terminology: effective chemical and physical factors |
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438 | (2) |
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21.3 Characterization of construction and demolition wastes (CDW) as aluminosilicate resources |
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440 | (5) |
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21.4 An overview of CDW-based geopolymer binders |
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445 | (1) |
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21.5 Properties of CDW-based geopolymers |
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445 | (19) |
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21.6 Future development and challenges of CDW-based geopolymer |
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464 | (1) |
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465 | (10) |
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466 | (1) |
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466 | (9) |
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22 On the properties of sustainable concrete containing mineral admixtures |
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475 | (14) |
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475 | (2) |
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22.2 Materials and methods |
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477 | (2) |
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22.3 Experimental results |
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479 | (4) |
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22.4 Results and discussion |
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483 | (2) |
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485 | (4) |
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486 | (3) |
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23 Sustainable alkali-activated materials |
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489 | (20) |
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489 | (2) |
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23.2 Management of industrial waste in the preparation of alkali-activated cement materials |
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491 | (6) |
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23.3 Radioactive waste and toxic contaminants stabilization |
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497 | (1) |
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23.4 High-performance alkali-activated cement |
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498 | (1) |
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23.5 Water and wastewater treatment |
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499 | (2) |
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501 | (1) |
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501 | (8) |
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502 | (6) |
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508 | (1) |
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24 Design guidelines for structural and non-structural applications |
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509 | (20) |
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509 | (2) |
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24.2 Effect of binding materials |
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511 | (1) |
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24.3 Effect of aggregates type |
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512 | (3) |
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24.4 Effect of alkaline solution |
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515 | (3) |
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24.5 Effect of binder to aggregates |
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518 | (1) |
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24.6 Alkali-activated as high performance repair materials |
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519 | (2) |
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24.7 Beam flexural behavior |
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521 | (1) |
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522 | (7) |
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523 | (6) |
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25 Future trends: nanomaterials in alkali-activated composites |
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529 | (22) |
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529 | (1) |
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25.2 Nanomaterials in AAC |
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530 | (16) |
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25.3 Challenges and recommendations for use of nanomaterials in AAC |
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546 | (5) |
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546 | (5) |
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Part Four Life cycle assessment of concrete |
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551 | (136) |
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26 Calculation of the environmental impact of the integration of industrial waste in concrete using LCA |
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553 | (26) |
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553 | (3) |
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26.2 LCA methodology for the use of industrial waste in concrete |
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556 | (23) |
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571 | (5) |
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576 | (3) |
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27 Role of transport distance on the environmental impact of the construction and demolition waste (CDW) recycling process |
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579 | (16) |
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Beatriz Leao Evangelista de Lara |
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Carmenlucia Santos Giordano Penteado |
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579 | (1) |
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27.2 Premises for considering the transport distances of C&DW and recycled aggregates |
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580 | (5) |
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27.3 Methodological aspects related to transport in LCA studies |
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585 | (5) |
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27.4 Influence of transport distance on LCA results |
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590 | (1) |
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591 | (4) |
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591 | (1) |
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591 | (4) |
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28 Management of industrial waste and cost analysis |
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595 | (20) |
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595 | (1) |
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596 | (4) |
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28.3 Iron and steel slags |
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600 | (5) |
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605 | (5) |
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610 | (5) |
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610 | (5) |
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29 Use of industrial waste in construction and a cost analysis |
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615 | (22) |
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615 | (1) |
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29.2 Utilization in construction |
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615 | (9) |
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624 | (5) |
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629 | (3) |
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632 | (5) |
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632 | (5) |
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30 Life cycle assessment (LCA) of concrete containing waste materials: comparative studies |
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637 | (24) |
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637 | (2) |
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30.2 Methodological framework |
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639 | (1) |
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30.3 Conceptual basis of life cycle assessment (LCA) |
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639 | (2) |
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30.4 Comparative LCA studies of waste materials as substitute components in concrete |
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641 | (7) |
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648 | (4) |
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30.6 Conclusions and further research |
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652 | (9) |
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653 | (8) |
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31 Opportunities and future challenges of geopolymer mortars for sustainable development |
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661 | (26) |
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661 | (2) |
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31.2 Portland cement versus geopolymer concrete |
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663 | (6) |
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31.3 Environmental and sustainable perspective of geopolymer |
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669 | (3) |
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31.4 Brief analysis of LCA on geopolymer mortars |
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672 | (6) |
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678 | (9) |
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679 | (1) |
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679 | (1) |
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679 | (6) |
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685 | (2) |
Index |
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687 | |