Inconsistent Coherence in Post-Quake Christchurch, New Zealand
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The Mw 6.3 Christchurch, New Zealand Earthquake of 22 February 2011
THE MW 6.3 CHRISTCHURCH, NEW ZEALAND EARTHQUAKE OF 22 FEBRUARY 2011 A FIELD REPORT BY EEFIT THE CHRISTCHURCH, NEW ZEALAND EARTHQUAKE OF 22 FEBRUARY 2011 A FIELD REPORT BY EEFIT Sean Wilkinson Matthew Free Damian Grant David Boon Sarah Paganoni Anna Mason Elizabeth Williams Stuart Fraser Jenny Haskell Earthquake Field Investigation Team Institution of Structural Engineers 47 - 58 Bastwick Street London EC1V 3PS Tel 0207235 4535 Fax 0207235 4294 Email: [email protected] June 2011 The Mw 6.2 Christchurch Earthquake of 22 February 2011 1 CONTENTS ACKNOWLEDGEMENTS 3 1. INTRODUCTION 4 2. REGIONAL TECTONIC AND GEOLOGICAL SETTING 6 3. SEISMOLOGICAL ASPECTS 12 4. NEW ZEALAND BUILDING STOCK AND DESIGN PRACTICE 25 5. PERFORMANCE OF BUILDINGS 32 6. PERFORMANCE OF LIFELINES 53 7. GEOTECHNICAL ASPECTS 62 8. DISASTER MANAGEMENT 96 9. ECONOMIC LOSSES AND INSURANCE 108 10. CONCLUSIONS 110 11. REFERENCES 112 APPENDIX A: DETAILED RESIDENTIAL DAMAGE SURVEY 117 The Mw 6.2 Christchurch Earthquake of 22 February 2011 2 ACKNOWLEDGEMENTS The authors would like to express their thanks to the many individuals and organisations that have assisted with the EEFIT mission to Christchurch and in the preparation of this report. We thank Arup for enabling Matthew Free to attend this mission and the British Geological Survey for allowing David Boon to attend. We would also like to thank the Engineering and Physical Sciences Research Council for providing funding for Sean Wilkinson, Damian Grant, Elizabeth Paganoni and Sarah Paganoni to join the team. Their continued support in enabling UK academics to witness the aftermath of earthquakes and the effects on structures and the communities they serve is gratefully acknowledged. -
Unsettling Recovery: Natural Disaster Response and the Politics of Contemporary Settler Colonialism
UNSETTLING RECOVERY: NATURAL DISASTER RESPONSE AND THE POLITICS OF CONTEMPORARY SETTLER COLONIALISM A DISSERTATION SUBMITTED TO THE FACULTY OF THE UNIVERSITY OF MINNESOTA BY STEVEN ANDREW KENSINGER IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY DR. DAVID LIPSET, ADVISER JULY 2019 Steven Andrew Kensinger, 2019 © Acknowledgements The fieldwork on which this dissertation is based was funded by a Doctoral Dissertation Fieldwork Grant No. 8955 awarded by the Wenner-Gren Foundation for Anthropological Research. I also want to thank Dr. Robert Berdahl and the Berdahl family for endowing the Daphne Berdahl Memorial Fellowship which provided funds for two preliminary fieldtrips to New Zealand in preparation for the longer fieldwork period. I also received funding while in the field from the University of Minnesota Graduate School through a Thesis Research Travel Grant. I want to thank my advisor, Dr. David Lipset, and the members of my dissertation committee, Dr. Hoon Song, Dr. David Valentine, and Dr. Margaret Werry for their help and guidance in preparing the dissertation. In the Department of Anthropology at the University of Minnesota, Dr. William Beeman, Dr. Karen Ho, and Dr. Karen-Sue Taussig offered personal and professional support. I am grateful to Dr. Kieran McNulty for offering me a much-needed funding opportunity in the final stages of dissertation writing. A special thanks to my colleagues Dr. Meryl Puetz-Lauer and Dr. Timothy Gitzen for their support and encouragement. Dr. Carol Lauer graciously offered to read and comment on several of the chapters. My fellow graduate students and writing-accountability partners Dr. -
Christchurch Street Names: B
Christchurch Street Names B Current name Former name Origin of name Suburb Additional information See Source Further information Badger Street Named after Ronald Parklands Badger was a real estate Sylvia Street Information supplied "The property Smith Badger agent and a landowner in by Richard Greenaway market", The Press, (1880?-1946). New Brighton. in 2008. 19 October 1918, p 10 First appears in street directories in 1928. “Obituary, Mr R. S. Badger”, The Press, 18 September 1946, p 5 Baffin Street Named after Baffin Wainoni One of a number of streets Huron Street, “Chester Street West or “Tunnel’s first blast Island in the Arctic in a subdivision between Niagara Street, Cranmer Terrace?”, celebrated”, The Ocean of Northern Ottawa Road, Pages Road Ontario Place, The Press, 28 April Press, 22 July 2011, Canada. and Cuffs Road given Quebec Place, 1959, p 7 p A7 Canadian place names. Vancouver Information supplied in Crescent and Named because Canadian 2005 by Tim Baker in Winnipeg Place. engineers and workers an interview with Also Ottawa lived in the area while Margaret Harper. Road. working for Henry J. Kaiser Co of USA and building the Lyttelton road tunnel. Houses were built for them by Fletcher Construction. After the tunnel was opened in 1964, the Canadians went home and their houses were sold to locals. © Christchurch City Libraries February 2016 Page 1 of 172 Christchurch Street Names B Current name Former name Origin of name Suburb Additional information See Source Further information OR Named because they were near Ottawa Road. Named in 1959. Baigent Way Named after Steve Middleton Baigent was a former Riccarton/Wigram Baigent. -
Cathedral Working Group Recommendation Report
CATHEDRAL WORKING GROUP RECOMMENDATION REPORT NOVEMBER 2016 Released by the Minister supporting Greater Christchurch Regeneration This document and its contents are confidential and shall not be distributed, published, copied or reproduced without the express written permission of the Minister Supporting Greater Christchurch Regeneration and the Church Property Trustees. VERSION ISSUE DATE REASON FOR ISSUE AUTHOR APPROVED FOR ISSUE 1 28.10.16 Draft for Review Bianca Hurrell, RCP Marcus Read, RCP 2 31.10.16 Draft to include Bianca Hurrell, RCP Marcus Read, RCP comments from Working Group Chair Regeneration 3 01.11.16 Edited and Proofed Anna Komink, Axiom Marcus Read, RCP Final Draft to CWG / Bianca Hurrell, RCP 4 07.11.16 Updates following Bianca Hurrell, RCP / Marcus Read, RCP / CWG meeting Anna Komink, Axiom Geoff Dangerfield, CWG Christchurch 5 21.11.16 Updates as Geoff Dangerfield, Geoff Dangerfield, provided to CWG CWG / Marcus Read, CWG / Marcus Read, for review RCP RCP 6 24.11.16 Final Draft providedGreater Geoff Dangerfield, Marcus Read, RCP / to CWG for review CWG / Marcus Read, Geoff Dangerfield, RCP CWG 7 25.11.16 Final Copy Geoff Dangerfield, Geoff Dangerfield, CWG / Marcus Read, CWG / Marcus Read, RCP RCP supporting Minister the by Released ii CONTENTS 1.0 Executive Summary 1 2.0 Recommendations 7 3.0 Introduction 9 4.0 Background and Context 12 5.0 Values and Requirements of the ChristChurch Cathedral 13 6.0 Heritage and Archaeological Review Regeneration16 7.0 Structural Review 21 8.0 Regeneration of the Square 27 9.0 Delivery -
Residents' Perspectives of the Christchurch Earthquakes Recovery
Simons, Cogent Social Sciences (2016), 2: 1126169 http://dx.doi.org/10.1080/23311886.2015.1126169 MEDIA & COMMUNICATIONS STUDIES | RESEARCH ARTICLE Projecting failure as success: Residents’ perspectives of the Christchurch earthquakes recovery 1,2 Received: 21 October 2015 Greg Simons * Accepted: 26 November 2015 Abstract: In September 2010 and February 2011, the Canterbury region was rocked *Corresponding author: Greg Simons, Uppsala Centre for Russian and Eurasian by a series of earthquakes. The success or otherwise, of a recovery from a crisis Studies, Uppsala University, Uppsala, Sweden; Department of Communication can be found in the perceptions of stakeholders. Many different stakeholders exist, Sciences, Swedish National Defence including different levels of Government, bureaucratic institutions and state College, Turiba University, Riga, Latvia E-mail: [email protected] institutions, private enterprise, non-governmental organisations and the public. In this article, the public are the focus and their perception of the recovery is collected. Reviewing editor: Claudia Alvares, Universidade Lusofona An online survey was conducted, and it demonstrates a significant gap between the de Humanidades e Tecnologias, Portugal Government’s perception and the perception of residents of Christchurch. How do publics react when they feel as though they have been marginalised by the authori- Additional information is available at the end of the article ties charged with the crisis event recovery? The Government’s account of success is not shared by the majority of respondents, who have mobilised politically using social media platforms. There are implications for Governments and authorities that are seen to fail segments of the public in the age of social media, where crisis management and public relations meet and political mobilisation against officials and official bodies takes place. -
GEOTECHNICAL RECONNAISSANCE of the 2011 CHRISTCHURCH, NEW ZEALAND EARTHQUAKE Version 1: 15 August 2011
GEOTECHNICAL RECONNAISSANCE OF THE 2011 CHRISTCHURCH, NEW ZEALAND EARTHQUAKE Version 1: 15 August 2011 (photograph by Gillian Needham) EDITORS Misko Cubrinovski – NZ Lead (University of Canterbury, Christchurch, New Zealand) Russell A. Green – US Lead (Virginia Tech, Blacksburg, VA, USA) Liam Wotherspoon (University of Auckland, Auckland, New Zealand) CONTRIBUTING AUTHORS (alphabetical order) John Allen – (TRI/Environmental, Inc., Austin, TX, USA) Brendon Bradley – (University of Canterbury, Christchurch, New Zealand) Aaron Bradshaw – (University of Rhode Island, Kingston, RI, USA) Jonathan Bray – (UC Berkeley, Berkeley, CA, USA) Misko Cubrinovski – (University of Canterbury, Christchurch, New Zealand) Greg DePascale – (Fugro/WLA, Christchurch, New Zealand) Russell A. Green – (Virginia Tech, Blacksburg, VA, USA) Rolando Orense – (University of Auckland, Auckland, New Zealand) Thomas O’Rourke – (Cornell University, Ithaca, NY, USA) Michael Pender – (University of Auckland, Auckland, New Zealand) Glenn Rix – (Georgia Tech, Atlanta, GA, USA) Donald Wells – (AMEC Geomatrix, Oakland, CA, USA) Clint Wood – (University of Arkansas, Fayetteville, AR, USA) Liam Wotherspoon – (University of Auckland, Auckland, New Zealand) OTHER CONTRIBUTORS (alphabetical order) Brady Cox – (University of Arkansas, Fayetteville, AR, USA) Duncan Henderson – (University of Canterbury, Christchurch, New Zealand) Lucas Hogan – (University of Auckland, Auckland, New Zealand) Patrick Kailey – (University of Canterbury, Christchurch, New Zealand) Sam Lasley – (Virginia Tech, Blacksburg, VA, USA) Kelly Robinson – (University of Canterbury, Christchurch, New Zealand) Merrick Taylor – (University of Canterbury, Christchurch, New Zealand) Anna Winkley – (University of Canterbury, Christchurch, New Zealand) Josh Zupan – (University of California at Berkeley, Berkeley, CA, USA) TABLE OF CONTENTS 1.0 INTRODUCTION 2.0 SEISMOLOGICAL ASPECTS 3.0 GEOLOGICAL ASPECTS 4.0 LIQUEFACTION AND LATERAL SPREADING 5.0 IMPROVED GROUND 6.0 STOPBANKS 7.0 BRIDGES 8.0 LIFELINES 9.0 LANDSLIDES AND ROCKFALLS 1. -
Bays Area Community Directory 2020
BAYS AREA COMMUNITY DIRECTORY 2020 1 | P a g e Proudly supported by Contents Welcome to the 2020 edition of the Bays Area Community Directory ............... 3 Emergency Information .............................................................................................. 4 Local Emergency Services ...................................................................................... 4 Community Response Teams.................................................................................. 5 Christchurch Hospital ............................................................................................... 5 After Hours Medical Care ........................................................................................ 5 Natural disasters ........................................................................................................ 5 Defibrillator Locations............................................................................................... 9 How to Stay Informed - Radio ............................................................................... 10 Notes about this directory ........................................................................................ 11 Key local organisations .......................................................................................... 11 Charitable Status .................................................................................................... 11 Public interest/good .............................................................................................. -
Christchurch Cathedral of the Blessed Sacrament: Lessons Learnt on the Stabilisation of a Significant Heritage Building
Christchurch Cathedral of the Blessed Sacrament: Lessons learnt on the Stabilisation of a Significant Heritage Building J. Lester & A. Brown Opus International Consultants Ltd, Christchurch, New Zealand. J. Ingham 2012 NZSEE Conference University of Auckland, Auckland, New Zealand. ABSTRACT: The Catholic Cathedral of the Blessed Sacrament is a category 1 listed heritage building constructed largely of unreinforced stone masonry, and was significantly damaged in the recent Canterbury earthquakes. The building experienced ground shaking in excess of its capacity leading to block failures and partial collapse of parts of the building, which left the building standing but still posing a significant hazard. In this paper we discuss the approach to securing the building, and the interaction of the structural, heritage and safety demands involved in a dynamic seismic risk environment. We briefly cover the types of failures observed and the behaviour of the structure, and investigate the performance of both strengthened and un-strengthened parts of the building. Seismic strengthening options are investigated at a conceptual level. We draw conclusions as to how the building performed in the earthquakes, comment on the effectiveness of the strengthening and securing work and discuss the potential seismic strengthening methods. 1 INTRODUCTION As a result of the 4 September 2010 Canterbury earthquake and the more damaging 22 February 2011 Christchurch earthquake, considerable damage occurred to a significant number of buildings in Christchurch. In this paper the damage that occurred to the Catholic Cathedral (Basilica) following the 22 February 2011 event is considered, the approach taken to securing the building is outlined, and the performance of the building and the securing work undertaken is evaluated. -
Case Study the Cardboard Cathedral in Christchurch, New Zealand, Is the Transitional Pro‑Cathedral of the Anglican Church Opened in August 2013
Case Study The Cardboard Cathedral in Christchurch, New Zealand, is the transitional pro-cathedral of the Anglican Church opened in August 2013. The site, on the Cardboard corner of Hereford and Madras Streets in Latimer Square, is several blocks from the Cathedral, permanent location of Christchurch Cathedral, which was significantly damaged in the 2011 Christchurch earthquake. The Cardboard Cathedral was designed by New Zealand architect Shigeru Ban and seats around 700 people. In addition to serving as a cathedral, the building serves as a conference venue. The cathedral measures 70 feet (21 m) above the altar. Materials used in its construction include 2 feet (0.61 m) diameter cardboard tubes, timber and steel. The roof is of polycarbonate and is held up by eight shipping containers which form the walls. The foundation is heavily reinforced concrete slab. A Univox SLS No-Stop-Loop design was decided to be the best option, given the heavily reinforced concrete slab in the area where the loop was being installed. Simulation in Univox Loop Designer confirmed that it would meet IEC 60118-4 requirements for frequency response and field strength. The design offers a very uniform field strength level across the listening plane. All loop design work was done by Univox’ Australia/New Zealand distributor Audio Products Group. Christian Resource Centre in New Zealand was responsible for the installation. Univox® products used SLS-300XF, Super Loop System® 25 mm Copper foil Responsible companies Audio Products Group, Australia Christian Resource Centre, New Zealand Bo Edin AB Sweden and International Sales +46 (0)8 767 18 18 [email protected] www.univox.eu UnivoxAudio Ltd. -
Consent-Applications.Pdf
CHANNEL DEEPENING PROJECT: CONSENT APPLICATIONS September 2016 1. INTRODUCTION 1.1 Lyttelton Port of Christchurch is the primary international gateway for the South Island with Christchurch being the major distribution centre for inbound goods. Export cargo originates from across the South Island. Export customers include a wide variety of dairy, meat, forestry, horticultural, mineral extraction and manufacturing businesses. 1.2 Lyttelton Port is the most significant port in the South Island in terms of total tonnages of cargo and containers handled, as well as in the value of imports received and in the value of certain exports. 1.3 The importance of the Lyttelton Port has been recognised in the various statutory documents prepared under the Resource Management Act, 1991 (‘RMA’) for many years. For example, Lyttelton Port is defined as a regionally significant infrastructure under the Canterbury Regional Policy Statement, and is also variously defined as a strategic, critical, and essential infrastructure in that document. At the national level, it is recognised that a sustainable transport system requires an efficient network of safe ports, servicing national and international shipping. 1.4 Lyttelton was gazetted as a port of entry in 1849 and by the 1870s dredging operations commenced. Dredging to incrementally deepen the access channel and berth areas, and to maintain the design depths, has been carried out more or less continuously since then. 1.5 In the last forty years there has been a global trend towards increased containerization, larger container vessels and fewer port calls. This trend is driven by the economies of scale associated with the higher fuel efficiency of larger ships, and the fact that larger ships can spread costs over the higher volume of containers they can carry (thereby reducing the average cost of transporting each container). -
Draft Lyttelton Port Recovery Plan
Draft LYTTELTON PORT RECOVERY PLAN TE HUKIHUKI MAHERE O TE WHAKAORA TE PŪAHA O ŌHINEHOU Proposed rebuild, repair and reconfiguration of Lyttelton Port Gollans Bay Quarry Gollans Bay Coal Commercial development, public access and marina General cargo Dampier Bay Dry Dock operations Te Awaparahi Bay INNER HARBOUR Cashin Quay Container terminal Naval Point Oil terminal General cargo / Containers and oil berth Port-related use Navigational channel WHAKARAUPŌ / LYTTELTON HARBOUR KEY Operational area of the Port of Lyttelton Potential reclamation area Consented reclamation Port land use Potential future public access Mixed-use with public access Quarry access area Gollans Bay Quarry Gollans Bay Coal Commercial development, public access and marina General cargo Dampier Bay Dry Dock operations Te Awaparahi Bay INNER HARBOUR Cashin Quay Container terminal Naval Point Oil terminal General cargo / Containers and oil berth Port-related use Navigational channel WHAKARAUPŌ / LYTTELTON HARBOUR Operational area of the Port of Lyttelton 0m 200m 400m N PURPOSE OF THIS DOCUMENT This document is the draft Lyttelton Port Recovery Plan provided to the Minister for Canterbury Earthquake Recovery in accordance with the Direction to Develop a Lyttelton Port Recovery Plan dated 18 June 2014. This document is now to be notified by the Minister and written comments will be invited. For more information, see www.cera.govt.nz/lprp. RELATIONSHIP BETWEEN THE LYTTELTON PORT RECOVERY PLAN AND THE PROPOSED CHRISTCHURCH REPLACEMENT DISTRICT PLAN Decisions on the Specific Purpose (Lyttelton Port) Zone provisions will be made through the Lyttelton Port Recovery Plan process. Any decision made in relation to the proposed Christchurch Replacement District Plan, and in any associated hearing process, cannot be inconsistent with the content of this Recovery Plan once it is approved by the Minister. -
A Quick Reconnaissance Report
A RECONNAISSANCE REPORT ON THE DARFIELD (NEW ZEALAND) EARTHQUAKE OF SEPTEMBER 4, 2010 Ömer AYDAN Tokai University, Shizuoka, Japan Reşat ULUSAY Hacettepe University, Ankara, Turkey On the behalf of JSCE Earthquake Disaster Investigation Committee 2010 September 12 1 CONTENT 1 Introduction 3 2 Geography 4 3 Geology 5 4 Tectonics and Crustal Straining 7 5 Seismicity 10 6 Characteristics of the Earthquake 14 7 Strong Ground Motions 16 8 Building Damage 19 9 Geotechnical Damage 21 10 Transportation Facilities 29 11 Lifelines 38 12 Fires 41 13 Industrial Facilities 42 14 Damage to Structures by Faulting 42 15 Conclusions and Lessons 43 References 44 2 1 Introduction An earthquake with a magnitude of 7.0 occurred near Darfield in Canterbury region in the South Island of New Zealand at 4:36 AM on New Zealand Standard Time on September 4, 2010. The city of Christchurch, New Zealand, and surrounding areas were heavily shaken. It is the most damaging earthquake in New Zealand since the Hawke's Bay earthquake in 1931, but there has been no loss of life. The earthquake occurred on an unknown fault. Although the earthquake was quite strong and happened in a populated region, two people were only injured. However, extensive ground liquefaction was observed in the city of Christchurch and Kaiapoi, causing extensive damage to buried lifelines and residential houses. Figure 1: Location of the earthquake epicenter 3 2 Geography The epicenter of the earthquake was near Darfield in the Canterbury Region of the South Island of New Zealand. The Canterbury Plains are flatlands between the Southern Alps and the Pacific Ocean.