SR99 Bored Tunnel-Assessment of Settlement Impacts ... - SCATnow

More documents

Recommendations

Info

Figure E-1. Monitoring/Alert Mechanism SchematicIt is essential to have internet connections at all locations where data need to bemeasured and analyzed frequently and where alarms are required. Various wirelessnetwork solutions are available, but fixed wired internet access provided by thebuilding owners or internet access (DSL or cable) ordered for the locations areusually much more reliable. The cost of the A/D converters is relatively low, andthey can have data logging capability for stand-alone locations without internetaccess; however, such a system compromises access and no alarms are possible.Where building owners can provide internet access to the basement, connecting thesensors is easy. However, it is essential that no firewalls are blocking the portsneeded by the data acquisition. Otherwise, a DSL can be ordered for a building.The Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 Bored Tunnel - Assessment of Settlement Impacts to Buildings E-12Public Disclosure Request 11-0123 for Elizabeth Campbell - 2nd installment
The emerging capability of wireless cellular network solutions should also beinvestigated to see if stable access and non-changing IP addresses are feasible. Thisis an emerging technology.Often the monitoring is done by the more traditional "data-loggers" available fromvarious manufacturers, along with software familiar to the consultants. However, theflexibility and simplicity of the implementation described above should be used as abaseline for comparisons of the goals, costs, and resulting information that will bereadily available. The one central computer handling all data, as outlined above,allows observations in real time at all hours of the day, at the central location or byauthorized users accessing that data from anywhere.The Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 Bored Tunnel - Assessment of Settlement Impacts to Buildings E-13Public Disclosure Request 11-0123 for Elizabeth Campbell - 2nd installment
Page 5 and 6:
Table of Contents1.0 EXECUTIVE SUMM
Page 7 and 8:
Proposed SR 99 Bored Tunnel -Assess
Page 9 and 10:
The damage classification for the r
Page 11 and 12:
2.0 Program Description & Backgroun
Page 13 and 14:
2.2 Tunnel Project DescriptionThe T
Page 15 and 16:
2.2.3 North Access Project Descript
Page 17 and 18:
3.0 Building AssessmentThe tunnel a
Page 19 and 20:
. History of settlement - based upo
Page 21 and 22:
4.0 Settlement and Ground Movement4
Page 23 and 24:
Figure 3. Generalized Transverse Se
Page 25 and 26:
5.0 Building Response to Excavation
Page 27 and 28:
Table 2. Building Damage Classifica
Page 29 and 30:
tunnel axis), the settlement trough
Page 31 and 32:
6.0 Results of Structural Analyses6
Page 33 and 34:
Therefore, high-rise buildings alon
Page 35 and 36:
Table 4. Summary of Building Damage
Page 37 and 38:
PROPERTY IDPROPERTY ADDRESSAPPROXIM
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
7.0 ReferencesAttewell, P.B.; Yeate
Page 49 and 50:
Appendix ATunnel Alignment Plan She
Page 51 and 52:
A1Legend! ! SeawallPiersAreawaysTun
Page 53 and 54: T161NOTES :1) ASSESSMENT OF DAMAGE
Page 55 and 56: A3LegendMONORAILEBIAreawaysTunnelTu
Page 57 and 58: Appendix BBuilding Damage Classific
Page 59 and 60: Figure B-1. Graphical Illustration
Page 61 and 62: Appendix CBuilding Assessment Forms
Page 63 and 64: List of Abbreviations Used in Build
Page 65 and 66: Distance to Tunnel:• Horizontal o
Page 67 and 68: example, T311 and T312 are the same
Page 69 and 70: Appendix DBoscardin and Cording Ana
Page 71 and 72: Table of Contents1.0 B&C ANALYSIS M
Page 73 and 74: 1.0 B&C Analysis MethodThe building
Page 75 and 76: Offset, Yδε hLβDeparture from tu
Page 77 and 78: Figure D-1. Building Location Coord
Page 79 and 80: 1.00.90.80.7G((X-XT)/KZ)0.60.50.40.
Page 81 and 82: 2.0 B&C Damage ClassificationsTable
Page 83 and 84: 3.0 E/G RatioE/G is based upon Tabl
Page 85 and 86: 4.0 Building HeightBuilding height
Page 87 and 88: 5.0 Foundation DepthThe analysis to
Page 89 and 90: Appendix EMonitoringThe Alaskan Way
Page 91 and 92: Table of Contents1.0 INTRODUCTION .
Page 93 and 94: 1.0 IntroductionThe potential groun
Page 95 and 96: 2.0 Basic MonitoringManual survey p
Page 97 and 98: 3.0 Tilt Meter Monitoring3.1 Goals3
Page 99 and 100: 4.0 GPS Monitoring4.1 Goals4.2 Impl
Page 101 and 102: 5.0 Automated Monitoring Total Stat
Page 103: 6.0 Distributed Data Acquisition6.1
Page 107 and 108: 7.0 Levels of MonitoringEach buildi
show all

SR99 Bored Tunnel-Assessment of Settlement Impacts ... - SCATnow

Create successful ePaper yourself

Delete template?

Save as template?