Preface |
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xi | |
About the authors |
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xiii | |
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1 | (6) |
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What is built infrastructure? |
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1 | (1) |
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Construction materials and methods of construction |
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1 | (1) |
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2 | (1) |
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3 | (1) |
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4 | (1) |
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4 | (2) |
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Key issues to be addressed in this book |
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6 | (1) |
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6 | (1) |
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2 Contrasting Design Life with Service Life - effects of ageing |
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7 | (10) |
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7 | (1) |
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7 | (3) |
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10 | (2) |
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Second-generation infrastructure |
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12 | (2) |
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14 | (1) |
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14 | (3) |
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17 | (26) |
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17 | (1) |
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17 | (2) |
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Case example: size range scaling effects |
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18 | (1) |
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19 | (2) |
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21 | (18) |
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22 | (1) |
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23 | (1) |
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23 | (1) |
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23 | (1) |
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23 | (1) |
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24 | (1) |
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24 | (1) |
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24 | (1) |
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25 | (1) |
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25 | (1) |
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25 | (1) |
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25 | (1) |
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25 | (1) |
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26 | (1) |
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26 | (1) |
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Sulphate-reducing bacteria and sulphate-oxidising bacteria |
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26 | (1) |
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26 | (1) |
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27 | (1) |
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28 | (1) |
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28 | (1) |
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28 | (1) |
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29 | (1) |
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29 | (1) |
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29 | (1) |
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Solvents, fuels, alcohols, ketones, esters and aromatics |
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30 | (1) |
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30 | (1) |
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Surface wear due to abrasion |
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30 | (1) |
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30 | (1) |
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31 | (1) |
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31 | (1) |
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Environmental stress cracking |
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31 | (1) |
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31 | (1) |
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Electrochemical corrosion |
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32 | (1) |
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33 | (1) |
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33 | (1) |
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Pitting and crevice corrosion |
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34 | (1) |
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34 | (1) |
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34 | (1) |
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Corrosion combined with physical processes |
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35 | (1) |
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35 | (1) |
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High temperature corrosion |
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36 | (1) |
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Stray-current and interference corrosion |
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36 | (1) |
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Corrosion of steel in reinforced concrete |
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37 | (2) |
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39 | (1) |
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39 | (4) |
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43 | (18) |
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43 | (1) |
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43 | (3) |
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Characterising the macro-environment |
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44 | (1) |
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Comparison of two different macro-environments |
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45 | (1) |
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46 | (6) |
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46 | (1) |
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47 | (1) |
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47 | (1) |
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48 | (1) |
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48 | (1) |
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48 | (1) |
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49 | (1) |
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50 | (1) |
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50 | (1) |
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51 | (1) |
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51 | (1) |
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51 | (1) |
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Meso-environmental mapping |
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52 | (1) |
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52 | (5) |
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Microclimates within a bridge |
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52 | (2) |
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Microclimates within a wharf |
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54 | (2) |
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Underground within marine sediments |
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56 | (1) |
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Urban influences on the microclimate |
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56 | (1) |
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57 | (4) |
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5 Predictive modelling of ageing |
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61 | (14) |
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61 | (1) |
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Why utilise predictive models? |
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62 | (1) |
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Types of infrastructure predictive ageing models |
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62 | (11) |
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62 | (1) |
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63 | (1) |
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63 | (1) |
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64 | (1) |
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65 | (1) |
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Reliability of ageing infrastructure |
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65 | (2) |
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67 | (2) |
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Damage simulation and visualisation in 3D |
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69 | (4) |
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73 | (1) |
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73 | (2) |
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6 Whole-of-life engineering for ageing infrastructure |
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75 | (28) |
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75 | (2) |
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77 | (2) |
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79 | (15) |
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79 | (1) |
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79 | (1) |
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Durability design methodology |
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80 | (1) |
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Assessment of macro-environments |
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81 | (3) |
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Categorisation of asset elements -- asset register |
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84 | (1) |
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Assessment of deterioration mechanisms |
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84 | (2) |
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Durability risk assessment |
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86 | (1) |
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Performance criteria and future predictions |
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87 | (2) |
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Options analysis and decision-making |
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89 | (1) |
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Durability management plan |
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90 | (1) |
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Collaboration for effective outcomes |
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91 | (1) |
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91 | (3) |
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94 | (2) |
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96 | (2) |
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Decommissioning/disposal/reuse |
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98 | (1) |
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99 | (1) |
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100 | (3) |
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7 Health monitoring and intervention strategies |
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103 | (28) |
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103 | (1) |
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Site surveys, testing and monitoring |
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104 | (8) |
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Sampling and laboratory testing |
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112 | (2) |
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Embedded hard-wired or wireless probes |
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114 | (1) |
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Compiling historical construction/maintenance/condition/test data from structures |
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115 | (1) |
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Risk profiling based on historical data |
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116 | (1) |
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Risk-based decision-making |
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116 | (1) |
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117 | (5) |
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Case study: Vietnam bridge maintenance project |
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122 | (5) |
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122 | (1) |
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123 | (1) |
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124 | (1) |
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125 | (1) |
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125 | (1) |
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Inspection and assessment of bridges from Vinh to Dong Ha |
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125 | (1) |
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126 | (1) |
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Durability for new construction |
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127 | (1) |
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127 | (1) |
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128 | (3) |
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131 | (6) |
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131 | (1) |
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Economic needs of built infrastructure |
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131 | (1) |
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132 | (1) |
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New construction materials and methods |
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133 | (1) |
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Condition interrogation and testing |
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133 | (1) |
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Building information modelling |
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134 | (1) |
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134 | (1) |
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135 | (1) |
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135 | (2) |
Index |
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137 | |