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xvii | |
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1 An overview of cementitious construction materials |
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1 | (64) |
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1 | (9) |
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1.2 High-performance concrete |
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10 | (3) |
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13 | (3) |
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1.4 Fiber-reinforced concrete |
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16 | (7) |
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1.5 Fiber-reinforced concrete polymer composites |
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23 | (2) |
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25 | (15) |
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1.7 Ultrahigh-strength concrete |
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40 | (10) |
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1.8 Biomimetics and bacterial concrete |
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50 | (15) |
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61 | (1) |
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61 | (4) |
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2 Computational intelligence for modeling of pavement surface characteristics |
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65 | (14) |
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65 | (2) |
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2.2 Computational intelligence methods |
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67 | (8) |
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75 | (4) |
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76 | (1) |
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77 | (2) |
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3 Computational intelligence for modeling of asphalt pavement surface distress |
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79 | (38) |
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79 | (1) |
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80 | (4) |
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3.3 Methodology and application |
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84 | (13) |
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3.4 Application of CI frameworks in PMS |
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97 | (5) |
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102 | (15) |
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104 | (13) |
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4 Expanded polystyrene geofoam |
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117 | (38) |
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117 | (3) |
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120 | (11) |
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131 | (7) |
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4.4 EPS in bridge abutments and retaining structures |
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138 | (6) |
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4.5 EPS in utility protection |
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144 | (5) |
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149 | (1) |
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150 | (5) |
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151 | (4) |
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5 Recycling of industrial wastes for value-added applications in clay-based ceramic products: a global review (2015--19) |
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155 | (66) |
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155 | (3) |
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5.2 Industrial waste materials as aggregate in clay ceramics |
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158 | (6) |
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5.3 Review of studies into the incorporation of waste materials in brick making |
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164 | (44) |
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208 | (13) |
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209 | (12) |
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6 Emerging advancement of fiber-reinforced polymer composites in structural applications |
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221 | (52) |
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221 | (3) |
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6.2 Assessment of fiber-reinforced polymer composites by mechanical, chemical, and thermal behaviors |
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224 | (9) |
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6.3 Evaluation of special structural properties |
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233 | (8) |
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6.4 Environmental durability of fiber-reinforced polymer composites in civil structures |
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241 | (20) |
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6.5 Conclusions and future perspectives |
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261 | (12) |
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262 | (1) |
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262 | (11) |
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7 Fiber-reinforced concrete and ultrahigh-performance fiber-reinforced concrete materials |
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273 | (42) |
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7.1 Fiber-reinforced concrete |
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273 | (21) |
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7.2 Ultrahigh-performance concrete ultrahigh-performance fiber-reinforced concrete |
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294 | (21) |
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310 | (5) |
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8 The superplasticizer effect on the Theological and mechanical properties of self-compacting concrete |
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315 | (18) |
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315 | (1) |
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8.2 Chemical structure of superplasticizers |
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315 | (3) |
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8.3 Action mechanisms of superplasticizers |
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318 | (3) |
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8.4 Superplasticizer effect on cement paste |
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321 | (3) |
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8.5 Superplasticizer effects on concrete rheology |
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324 | (2) |
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8.6 Superplasticizer effect on concrete compressive strength |
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326 | (1) |
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327 | (6) |
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328 | (5) |
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9 Trends and perspectives in the use of timber and derived products in building facades |
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333 | (42) |
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333 | (2) |
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9.2 Biobased facade materials |
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335 | (13) |
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9.3 Trends and perspectives |
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348 | (21) |
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369 | (6) |
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370 | (1) |
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370 | (5) |
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10 Dynamic response of laminated composite plates fitted with piezoelectric actuators |
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375 | (20) |
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375 | (3) |
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378 | (5) |
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10.3 Linear static analysis of cross-ply laminated plates |
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383 | (1) |
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10.4 Dynamic and transient analyses |
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383 | (1) |
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10.5 Nonlinear vibration analysis of composite plates embedded with piezoelectric materials |
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384 | (8) |
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392 | (3) |
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392 | (3) |
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11 Functional nanomaterials and their applications toward smart and green buildings |
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395 | (40) |
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395 | (1) |
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11.2 Sustainability of traditional ordinary Portland cement-based concrete |
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396 | (2) |
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11.3 Self-healing concrete |
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398 | (12) |
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410 | (3) |
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11.5 Nanomaterial-based self-healing concrete |
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413 | (6) |
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11.6 Sustainability of nanomaterial-based self-healing concrete |
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419 | (1) |
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11.7 Advantages and disadvantages of nanomaterials for self-healing concrete |
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420 | (1) |
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11.8 Economy of nanomaterial-based self-healing concretes |
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420 | (1) |
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11.9 Environmental suitability and safety features of nanomaterial-based concretes |
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421 | (1) |
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422 | (13) |
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423 | (12) |
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12 Production of sustainable concrete composites comprising waste metalized plastic fibers and palm oil fuel ash |
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435 | (24) |
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435 | (2) |
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12.2 Waste metalized plastic fibers |
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437 | (2) |
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12.3 Concrete incorporating waste metalized plastic fibers |
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439 | (15) |
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454 | (1) |
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454 | (5) |
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455 | (4) |
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13 Alkali-activated concrete systems: a state of art |
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459 | (34) |
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459 | (1) |
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13.2 Geopolymers and alkali-activated cementitious systems |
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460 | (3) |
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13.3 Requirements for alkali activation of ground granulated blast furnace slag |
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463 | (1) |
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13.4 Alkali-activated slag systems |
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463 | (1) |
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13.5 Effect of dosage and modulus of activator solutions |
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464 | (1) |
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13.6 Workability and strength characteristics of geopolymers and alkali-activated composites |
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465 | (4) |
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13.7 Alkali-activated composites with alternative binders |
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469 | (2) |
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13.8 Alkali-activated composites with different activators |
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471 | (1) |
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13.9 Alkali-activated composites with alternative aggregates |
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472 | (1) |
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13.10 Durability studies on alkali-activated composites |
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473 | (2) |
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13.11 Elevated-temperature performance of alkali-activated composites |
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475 | (2) |
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13.12 Behaviour of alkali-activated composites incorporated with fibers |
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477 | (2) |
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13.13 Behaviour of rebar-reinforced structural elements made from alkali-activated concrete mixes |
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479 | (1) |
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13.14 Summary of alkali-activated composite systems |
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480 | (2) |
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13.15 Future trends for AA composites----research needs |
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482 | (11) |
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482 | (11) |
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14 Porous concrete pavement containing nanosilica from black rice husk ash |
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493 | (36) |
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493 | (3) |
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496 | (3) |
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499 | (2) |
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501 | (11) |
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14.5 Results and discussions |
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512 | (11) |
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523 | (6) |
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523 | (1) |
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523 | (6) |
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15 Porous alkali-activated materials |
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529 | (36) |
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529 | (1) |
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15.2 Porous alkali-activated materials |
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530 | (11) |
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15.3 Characterization of porosity in alkali-activated materials |
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541 | (5) |
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15.4 Properties of porous alkali-activated materials |
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546 | (3) |
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15.5 Functional properties and applications |
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549 | (5) |
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554 | (11) |
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555 | (1) |
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555 | (10) |
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16 Lightweight cement-based materials |
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565 | (26) |
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565 | (1) |
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16.2 Lightweight/low-strength aggregates |
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566 | (9) |
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16.3 Lightweight/high-strength aggregates |
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575 | (5) |
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580 | (6) |
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16.5 Outlook and future trends |
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586 | (5) |
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587 | (4) |
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17 Development of alkali-activated binders from sodium silicate powder produced from industrial wastes |
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591 | (22) |
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591 | (1) |
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17.2 Alternative for Portland cement |
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592 | (1) |
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593 | (1) |
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594 | (3) |
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597 | (1) |
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597 | (5) |
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17.7 Sugarcane bagasse ash |
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602 | (3) |
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605 | (1) |
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606 | (3) |
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17.10 Summary and conclusions |
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609 | (4) |
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609 | (4) |
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18 Innovative cement-based materials for environmental protection and restoration |
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613 | (30) |
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613 | (4) |
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18.2 Innovative cement-based material |
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617 | (19) |
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636 | (7) |
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638 | (5) |
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19 Comparative effects of using recycled CFRP and GFRP fibers on fresh- and hardened-state properties of self-compacting concretes: a review |
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643 | (14) |
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643 | (2) |
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645 | (2) |
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19.3 Results and discussion |
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647 | (3) |
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650 | (2) |
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652 | (5) |
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654 | (3) |
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20 Corrosion inhibitors for increasing the service life of structures |
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657 | (20) |
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657 | (1) |
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658 | (2) |
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20.3 Severity of corrosion |
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660 | (1) |
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20.4 Concrete corrosion inhibitors |
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661 | (2) |
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20.5 Limitation of inhibitors |
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663 | (1) |
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20.6 Mechanism of inhibition |
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664 | (1) |
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20.7 Techniques to assess inhibitor performances |
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665 | (1) |
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20.8 Concrete corrosion assessing techniques |
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666 | (2) |
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20.9 Surface characterization of the metals/rebars after corrosion |
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668 | (1) |
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20.10 Corrosion product analysis techniques |
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668 | (2) |
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20.11 Durability studies of concrete with admixtures |
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670 | (3) |
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673 | (4) |
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673 | (1) |
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673 | (4) |
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21 Use of fly ash for the development of sustainable construction materials |
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677 | (14) |
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677 | (1) |
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21.2 Sustainable development of fly ash utilization |
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678 | (1) |
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21.3 Characterization of fly ash |
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679 | (2) |
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21.4 Fly ash applications |
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681 | (1) |
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21.5 Developments in industrial fly ash applications |
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682 | (4) |
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686 | (5) |
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687 | (4) |
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22 An innovative and smart road construction material: thermochromic asphalt binders |
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691 | (26) |
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691 | (2) |
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22.2 Three-component organic reversible thermochromic materials |
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693 | (6) |
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22.3 The performance characterization of thermochromic asphalt binders |
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699 | (14) |
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22.4 The adjustment of bituminous pavement temperature |
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713 | (1) |
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22.5 Recommendations for future research and applications |
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714 | (3) |
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715 | (2) |
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23 Resin and steel-reinforced resin used as injection materials in bolted connections |
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717 | (28) |
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717 | (4) |
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23.2 Computational homogenization |
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721 | (1) |
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722 | (11) |
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23.4 Numerical simulation of resin |
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733 | (1) |
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23.5 Numerical simulation of steel-reinforced resin |
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734 | (7) |
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741 | (4) |
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743 | (2) |
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24 Swelling behavior of expansive soils stabilized with expanded polystyrene geofoam inclusion |
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745 | (32) |
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24.1 Effect of geobeads inclusion |
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745 | (10) |
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24.2 Effect of the geofoam granules column |
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755 | (19) |
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774 | (3) |
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774 | (1) |
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775 | (2) |
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25 New generation of cement-based composites for civil engineering |
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777 | (20) |
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777 | (1) |
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25.2 Smart and multifunctional cement-based composites |
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778 | (6) |
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25.3 Nanocement-based composites |
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784 | (5) |
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789 | (8) |
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790 | (1) |
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790 | (7) |
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26 Potential use of recycled aggregate as a self-healing concrete carrier |
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797 | (28) |
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797 | (5) |
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26.2 Self-healing concrete materials |
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802 | (3) |
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805 | (12) |
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26.4 Effect of recycled aggregate in self-healing concrete |
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817 | (3) |
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820 | (5) |
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821 | (4) |
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825 | (32) |
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825 | (3) |
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27.2 Materials and methods |
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828 | (7) |
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835 | (16) |
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851 | (2) |
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853 | (4) |
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854 | (1) |
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854 | (1) |
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854 | (1) |
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854 | (3) |
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28 Equations for prediction of rubberized concrete compressive strength: a literature review |
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857 | (20) |
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857 | (1) |
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858 | (1) |
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28.3 Database description |
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859 | (5) |
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28.4 Expressions for compressive strength in the literature |
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864 | (1) |
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28.5 Expressions for compressive strength of concrete |
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865 | (4) |
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28.6 Comparison of existing expressions |
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869 | (3) |
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872 | (5) |
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872 | (1) |
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872 | (5) |
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29 Influence of cobinders on durability and mechanical properties of alkali-activated magnesium aluminosilicate binders from soapstone |
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877 | (20) |
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877 | (1) |
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878 | (6) |
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29.3 Results and discussion |
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884 | (8) |
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892 | (5) |
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894 | (1) |
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894 | (3) |
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30 Fly ash utilization in concrete tiles and paver blocks |
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897 | (22) |
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897 | (3) |
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30.2 Experimental procedure |
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900 | (5) |
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30.3 Results and discussion |
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905 | (10) |
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915 | (4) |
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916 | (3) |
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31 Problems in short-fiber composites and analysis of chopped fiber-reinforced materials |
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919 | (126) |
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919 | (14) |
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933 | (21) |
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954 | (19) |
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31.4 Experimental methods |
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973 | (17) |
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31.5 Constitutive and fundamental researches |
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990 | (2) |
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992 | (53) |
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1035 | (10) |
Index |
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1045 | |