| Preface |
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ix | |
| Acknowledgments |
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xi | |
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1 | (16) |
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1.1 Overview of resilience research |
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1 | (4) |
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1.2 Lessons learned from the Fukushima Daiichi nuclear accident |
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5 | (5) |
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1.3 Building structural resilience by sewer reconstruction in Tokyo |
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10 | (4) |
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1.4 Main features of the book |
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14 | (3) |
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14 | (3) |
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2 Reviews of resilience theories and mathematical generalization |
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17 | (62) |
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2.1 Resilience theories and practices in socioecological systems |
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17 | (22) |
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17 | (1) |
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2.1.1 The resilience approach |
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17 | (3) |
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2.1.2 Principle 1---maintain diversity and redundancy |
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20 | (2) |
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2.1.3 Principle 2---manage connectivity |
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22 | (2) |
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2.1.4 Principle 3---manage slow variables and feedbacks |
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24 | (2) |
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2.1.5 Principle 4---foster CAS thinking |
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26 | (3) |
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2.1.6 Principle 5---encourage learning |
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29 | (1) |
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2.1.7 Principle 6---broaden participation |
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30 | (2) |
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2.1.8 Principle 7---promote polycentric governance systems |
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32 | (2) |
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34 | (1) |
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34 | (5) |
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2.2 Resilience theories and practices in sociotechnical systems |
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39 | (13) |
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39 | (1) |
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2.2.1 The resilience approach |
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40 | (1) |
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2.2.2 Dealing with the actual: responding |
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41 | (2) |
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2.2.3 Dealing with the critical: monitoring |
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43 | (3) |
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2.2.4 Dealing with the potential: anticipating |
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46 | (3) |
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2.2.5 Dealing with the factual: learning |
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49 | (1) |
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2.2.6 What is the nature of resilience? |
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50 | (1) |
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50 | (2) |
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2.3 Resilience theories and practices in computer systems |
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52 | (18) |
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52 | (1) |
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2.3.1 Emerging challenges |
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52 | (2) |
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2.3.2 The resilience approach |
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54 | (2) |
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2.3.3 Impact of radiation on electronics |
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56 | (3) |
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2.3.4 Redundancy in dealing with faults |
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59 | (4) |
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2.3.5 A fault-tolerant system with enhanced resilience against disturbance |
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63 | (4) |
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2.3.6 Hardware and system software support of resilience |
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67 | (1) |
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68 | (2) |
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2.4 Mathematical generalizations of resilience theories and a two-step solution of nonlinear dynamical behavior |
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70 | (9) |
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2.4.1 A mathematical definition of resilience |
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70 | (3) |
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2.4.2 A generalized two-step solution of nonlinear dynamical behavior |
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73 | (5) |
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78 | (1) |
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3 Resilience assessment methodology and fundamentals of graph theory |
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79 | (34) |
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3.1 Performance-based resilience assessment methods |
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79 | (13) |
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3.2 Basic concepts in graph theory |
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92 | (9) |
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3.3 Practical applications of graph theory |
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101 | (12) |
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110 | (1) |
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Notations employed in graph theory |
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111 | (2) |
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4 Japan's efforts to enhance social infrastructure resilience |
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113 | (30) |
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4.1 History of infrastructure development in Japan |
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113 | (7) |
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4.2 Infrastructural challenges for Japan |
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120 | (10) |
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4.3 Latest efforts to enhance Japan's resilience |
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130 | (13) |
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141 | (2) |
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5 Tokyo's sewer reconstruction and resilience enhancement measures |
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143 | (50) |
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5.1 Overview of sewer systems in Tokyo |
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143 | (15) |
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5.2 Maintenance and renewal measures |
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158 | (7) |
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5.3 Inundation prevention measures |
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165 | (6) |
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5.4 Earthquake preparedness measures |
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171 | (7) |
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5.5 Improvement of water environment |
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178 | (2) |
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5.6 Environmental load reduction |
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180 | (6) |
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186 | (5) |
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5.8 Strong vision, scientific management, and swift action for resilience enhancement |
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191 | (2) |
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192 | (1) |
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6 Developing structural resilience in sewer reconstruction through technological innovation |
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193 | (56) |
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6.1 Issues with aging sewer pipelines and outline of resilience enhancement measures |
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193 | (5) |
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6.2 Asset management of sewer pipelines |
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198 | (2) |
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6.3 Soundness evaluation method for existing sewers |
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200 | (5) |
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6.4 Existing sewer serviceability evaluation |
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205 | (2) |
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207 | (10) |
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6.6 Development of the sewage pipe renewal method |
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217 | (29) |
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6.7 Enhancing structural resilience of sewer system through technological innovation |
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246 | (3) |
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247 | (2) |
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7 Structural analysis theories and experimental studies on sewer renovation |
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249 | (76) |
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249 | (1) |
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7.2 Review of code requirements |
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250 | (6) |
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7.3 Experimental studies on sewer renovation |
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256 | (23) |
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7.4 A semi-composite pipe model and fracture mechanics-based material modeling |
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279 | (7) |
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7.5 Numerical analyses of fracture behaviors in renovated sewer pipes using the smeared crack method |
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286 | (9) |
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7.6 Numerical analyses of fracture behaviors in renovated manholes using the discrete crack method |
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295 | (11) |
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7.7 Buckling theory of invert lining under groundwater pressure |
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306 | (6) |
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7.8 Building structural resilience with strength redundancy |
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312 | (13) |
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Appendix A Localized smeared crack model using the secant modulus of elasticity for strain softening |
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313 | (1) |
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Appendix B Formulation of the EFCM for mode I-type fracture |
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314 | (5) |
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Appendix C Derivation of buckling equation for invert lining |
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319 | (4) |
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323 | (2) |
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8 Performance-based renovation design of aging sewers |
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325 | (62) |
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8.1 Enhancing structural resilience through performance-based design |
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325 | (2) |
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8.2 Performance requirements for sewer renovation |
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327 | (3) |
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8.3 Performance verification under normal loading |
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330 | (8) |
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8.4 Performance verification under earthquake loading |
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338 | (12) |
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8.5 Experimental verifications on seismic performance of renovated sewer pipes |
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350 | (8) |
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8.6 Development of design-aid software |
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358 | (12) |
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370 | (17) |
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385 | (2) |
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9 Structural resilience of sewer system |
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387 | (34) |
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9.1 Structural resilience theory |
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387 | (5) |
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9.2 Evaluation of structural resilience of a sewer network during postearthquake emergency rehabilitation |
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392 | (15) |
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9.3 Two classical graph-theory problems applied to postearthquake emergency operations using a road network |
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407 | (8) |
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9.4 Relationship between two resilience definitions |
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415 | (1) |
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9.5 Concluding remarks on the structural resilience theory and complex socio-infrastructure systems |
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416 | (5) |
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419 | (2) |
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10 Domestic and global expansion of sewer reconstruction projects |
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421 | (44) |
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10.1 Outline of sewer reconstruction projects in Japan |
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421 | (4) |
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10.2 Renovation projects of aging sewer and nonsewer pipelines |
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425 | (7) |
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10.3 Examples of manhole seismic retrofits |
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432 | (7) |
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10.4 Postconstruction follow-up investigation |
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439 | (7) |
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10.5 Global expansion of sewer renovation projects |
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446 | (1) |
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10.6 Case studies of overseas sewer renovation projects |
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447 | (18) |
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456 | (1) |
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Appendix A Local government report by Miyagi Prefecture Tobu Sewerage Office: performance of seismically retrofitted sewer lines in the Great East Japan Earthquake |
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456 | (9) |
| Index |
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465 | |
Lisainfo e-raamatute kohta