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NCHRP Report 525 Volume 12: Making Transportation Tunnels Safe and Secure (2007)
National Cooperative Highway Research Program (NCHRP)

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Transportation Research Board. "7.26 Issues Identified by Case Studies." NCHRP Report 525 Volume 12: Making Transportation Tunnels Safe and Secure. Washington, DC: The National Academies Press, 2007.

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Page
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Page
163
Front Matter (R1-R15)
Chapter 1 - Introduction (1-1)
1.4 Assumptions (2-3)
2.1 Major Hazards and Threats (4-5)
2.2 Damage Potential (6-6)
2.3.1 Hazard Scenarios in Relation to Assets (7-10)
2.3.2 Threat Scenarios in Relation to Assets (11-14)
2.4 Conclusions (15-15)
3.2.1 Moscow Subway Suicide Bombing (16-17)
3.2.2 Jungangno (Chungang-Ro) Subway Station Arson Fire (18-20)
3.2.3 St. Gotthard Tunnel Fire (21-21)
3.2.4 Howard Street CSX Tunnel Fire (22-25)
3.2.5 Kitzsteinhorn Tunnel Cable Car Fire (26-27)
3.2.6 Mont Blanc Tunnel Fire (28-31)
3.2.7 Channel Tunnel Fire (32-33)
3.2.8 Subway Sarin Gas Attack (34-36)
3.2.9 Chicago Freight Tunnel Flood (37-38)
3.2.10 London Underground (the Tube) King's Cross Station Fire (39-41)
3.2.11 Bay Area Rapid Transit (BART) Transbay Tunnel Fire (42-43)
3.2.12 Port Authority Trans-Hudson (PATH) Evacuation under the World Trade Center (44-45)
3.4.2 Lessons Observed (46-49)
3.4.3 Role of MEC Systems in Case Study Incidents (50-50)
4.2 Types of Transportation Tunnels (51-51)
4.3.1 Immersed Tube Tunnels (52-54)
4.3.3 Bored or Mined Tunnels (55-58)
4.4.2 Modes of Tunnel Failure (59-64)
4.4.3 Effects of Other Extreme Events (65-67)
4.4.4 Critical Factors in Vulnerability Assessment of Transportation Tunnels (68-68)
4.4.5 Damage Potential Rating of Tunnels (69-69)
4.5.1 Key Safety Functions (70-71)
4.5.2 Categorization of Systems (72-78)
4.6 Chapter Summary (79-99)
5.2.2 System Hazard and Threat Directories (100-116)
5.3.2 Information Contained in Countermeasure Guides (117-120)
5.4 Countermeasure Descriptions (121-121)
5.4.1 Recommended Minimum Measures (122-131)
5.4.2 Recommended Measures for an Elevated Threat Level (132-135)
5.4.3 Recommended Permanent Enhancements (136-148)
5.5 Conclusion (149-151)
6.2.1 People (152-152)
6.2.3 Engineering and Technological Systems and Controls (153-153)
6.3 Security System Integration (154-155)
6.5 Conclusions (156-156)
7.2 Report Tables on a CD (157-158)
7.10 Owner Orientation Workshops (159-159)
7.14.1 Tunnel Structural Elements (160-160)
7.17 Interactive Electronic Version of this Report (161-161)
7.24 Structural Blast Damage Potential Analyses (162-162)
7.26 Issues Identified by Case Studies (163-163)
References Cited in the Report (164-165)
Additional Sources (166-166)
List of Abbreviations (167-168)
Abbreviations used without definitions in TRB publications (169-169)

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163 approached in two ways: (1) in an analytical approach using 7.26 Issues Identified by Case blasting modeling and analyses and (2) in experimental field Studies testing. It is anticipated that experimental testing would be carried out first to provide relevant calibration data for subse- Chapter 3 of this report summarizes a set of "lessons quent analytical work. Once the calibration analyses are com- observed" from the tunnel incidents that have occurred pleted, additional parametric runs could be efficiently and around the world in recent years. These case studies could be cost-effectively conducted to develop useful results. researched further to obtain more specific information, espe- cially in regard to the role that life safety systems played dur- ing the incident (see Table 5). This type of information could 7.25 Intelligent Egress Systems be extremely helpful to tunnel owners and operators faced Using the current computer modeling technology available with the decision of how best to allocate limited money to in the egress area (e.g., Simulex), researchers could try to select countermeasures to increase the safety and security of develop intelligent egress systems. their facilities.