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1 October 05 NORTH KIAMA BYPASS Geometric Constraints lead to an Innovative Precast Concrete Segmental Arch Tunnel Presented by: Paul Quach

NORTH KIAMA BYPASS

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NORTH KIAMA BYPASS. Geometric Constraints lead to an Innovative Precast Concrete Segmental Arch Tunnel. Presented by: Paul Quach. 1985. 1995. 2005. History. 1986 - Princes Highway not to be widened. 1990 - Extensive route study. 1991 - EIS. - PowerPoint PPT Presentation

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Page 1: NORTH KIAMA BYPASS

1October 05

NORTH KIAMA BYPASS

Geometric Constraints lead to an Innovative Precast Concrete

Segmental Arch Tunnel

Presented by: Paul Quach

Page 2: NORTH KIAMA BYPASS

2October 05

1986 - Princes Highway not to be widened

1990 - Extensive route study

1991 - EIS

1996 - Updated EIS and Commission of Inquiry

1997 - Project approval by NSW Min. Urban Affairs and Planning

19851985 19951995 20052005

2001 - Funding Granted

History

Page 3: NORTH KIAMA BYPASS

3October 05

• $178M, 7.6km, 4 lane link from Dunmore to Kiama• Three Interchanges

– Bombo– Swamp Road– Shellharbour & Tabbitta Roads

• Off Ramp at Bombo rail Station• On-road Cycle ways• Bridges at Bombo Access

– Panama Street– Bombo Beach Access Road– Bombo Quarry Rail Siding (Tunnel)

North Kiama Bypass

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4October 05

NORTH KIAMA BYPASS: BOMBO ACCESSNORTH KIAMA BYPASS: BOMBO ACCESS

Design ConstructionStaging

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5October 05

Reference: www.expedia.com

KIAMA

Site Location

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6October 05

Site Location

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7October 05

North Kiama Bypass

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8October 05

North Kiama Bypass

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9October 05

NORTH KIAMA BYPASS: BOMBO ACCESSNORTH KIAMA BYPASS: BOMBO ACCESS

Staging

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10October 05

Staging

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11October 05

Staging

Stage 1 Construction

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12October 05

Staging

Stage 1 Construction

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13October 05

Staging

Stage 2 Construction

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NORTH KIAMA BYPASS: BOMBO ACCESSNORTH KIAMA BYPASS: BOMBO ACCESS

DesignStaging

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15October 05

Design

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16October 05

Design

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17October 05

Design

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18October 05

Design

B

A

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19October 05

Design

A B

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20October 05

Design

B

A

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21October 05

Design

A B

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22October 05

• 3D Analysis of End Structures• Development of mesh • Pre-cast arch panels• In-situ collar• Complete model• M1600 wheel load positions• Analysis results

– deflection, 100 x magnification– Plate bending moments

Design

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23October 05

Design

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24October 05

Design

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25October 05

Design

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26October 05

Design

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27October 05

Design

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28October 05

Design

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29October 05

Design

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30October 05

Design

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31October 05

Design

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32October 05

NORTH KIAMA BYPASS: BOMBO ACCESSNORTH KIAMA BYPASS: BOMBO ACCESS

Design ConstructionStaging

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33October 05

Construction

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34October 05

Construction

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35October 05

Construction

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36October 05

Construction

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37October 05

Construction

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38October 05

Construction

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39October 05

Construction

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40October 05

Construction

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41October 05

Construction

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42October 05

Construction

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43October 05

Construction

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44October 05

Completed Project

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45October 05

Completed Project

Page 46: NORTH KIAMA BYPASS

46October 05

Thank you

PAUL QUACHBusiness Development Manager

The Reinforced Earth Company2/20 George StreetHornsby, NSW2077

Tel. +61 2 9910 9910Fax.+61 2 9910 9999

[email protected]

• Statistics– Permanent Walls

• 2400m²• 7m max height

– Temporary Walls• 1200m²• 8m max height

– Tunnel• 70m long• 13m Span• 6m High

Page 47: NORTH KIAMA BYPASS

47October 05

NORTH KIAMA BYPASSAcknowledgements

• Owner– Roads & Traffic

Authority NSW

• Head Contractor– John Holland Pty Ltd

• Primary Designer– Hughes Trueman– Brian Bourne

• Geotechnical– D. J. Douglas &

Partners

• Design and supply of walls and tunnel– The Reinforced

Earth Company– Sub-consultants and

suppliers• 3D Analysis of Tunnel

by Interactive Design Services

• Geotechnical by M.A.Adler & Associates

• Design Verification by Cardno MBK