Transcript
Page 1: OMSI Science Pub - Chile Earthquake

27 February 2010South Central Chile

Earthquake

Professor Scott AshfordOregon State University

Professor Jack MoehleUniversity of California at Berkeley

Professor Pedro ArduinoUniversity of Washington

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Acknowledgments for this broad collaborative effort funded primarily by the National Science Foundation• Earthquake Engineering Research Institute (EERI)• Jack Moehle, Team Leader

• Geo-Engineering Extreme Events Reconnaissance (GEER)• Jon Bray, Team Leader

• Broad participation from Chilean Faculty and Students• Pontifica Universidad Catolica de Chile• University de Chile

• Over 100 other volunteers from around the world

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movie

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2010 Chile earthquake

3:34 am local time27 February 2010

Mw 8.8

Fault rupture 100km x 500 km

Population affected > 8M*

521 confirmed deaths**

190000 homes severely damaged or destroyed

~800,000 homeless

~$30B damages

* ACHISINA**USAID, 3/25/10

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Main shock and aftershocks, Mw 4+, 2/27/10 to 3/27/10(earthquake data after USGS)

Epicenter

Santiago

Concepción

Talca

Valparaíso

Talcahuano

Temuco

Los Ángeles

Constitución

Curicó

Rancagua

Viña del Mar

Chillán

foca

l dep

th, k

m

100 km

Note: The superimposed rectangle has dimensions 600 km by 200 km.

Main shock and aftershocks, Mw 4+, 2/27/10 to 3/27/10(earthquake data after USGS)

Epicenter

Santiago

Concepción

Talca

Valparaíso

Talcahuano

Temuco

Los Ángeles

Constitución

Curicó

Rancagua

Viña del Mar

Chillán

foca

l dep

th, k

m

100 km100 km

Note: The superimposed rectangle has dimensions 600 km by 200 km.

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Main shock and aftershocks, Mw4+, 2/27/10 to 3/27/10

(earthquake data after USGS)

Epicenter

Santiago

Concepción

Talca

Valparaíso

Talcahuano

Temuco

Los Ángeles

Constitución

Curicó

Rancagua

Viña del Mar

Chillánfo

cal d

epth

, km

100 km

Note: The superimposed rectangle has dimensions 600 km by 200 km.

Main shock and aftershocks, Mw4+, 2/27/10 to 3/27/10

(earthquake data after USGS)

Epicenter

Santiago

Concepción

Talca

Valparaíso

Talcahuano

Temuco

Los Ángeles

Constitución

Curicó

Rancagua

Viña del Mar

Chillánfo

cal d

epth

, km

100 km100 km

Note: The superimposed rectangle has dimensions 600 km by 200 km.

Pacific Northwest

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Concepcion

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Talca (AP Photo)

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Santiago (AP PHOTO/Carlos Espinoza)

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Pelluhue (AP Photo)

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Learning from Chile

Geological and Geotechnical Aspects

27 February 2010South Central Chile

EarthquakeJune 28, 2010

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Typical Subduction Zone

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Previous Events - Seismic Gap

1960-M9.5

1985-M8.0

Recent Seismic Events

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Measured (GPS) Coseismic Horizontal Displacements

Concepcion moved ~3m towards west

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Coseismic Vertical Displacements

Uplift up to ~2m was recorded in Lebu

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Uplift Evidence

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Uplift Evidence

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Tsunami

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Ground Failure Overview• Ground Failure

– Site effects & strong shaking– Liquefaction– Lateral spreading– Landslides

• Infrastructure impact:– Dams, tailings dams.– Ports & harbors– Buildings– Transportation (roads & bridges)

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SITE EFFECTSGround Failure

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Site Effects: Vespucio Norte & Ciudad EmpresiarialSite Effects: Vespucio Norte & Ciudad Empresiarial

Gravel, Sandy Gravel, Sandy gravelgravelGravel, Sandy Gravel, Sandy gravelgravel

Silty Clay, Silty Silty Clay, Silty SandSandSilty Clay, Silty Silty Clay, Silty SandSand

CollapseCollapseNo collapseNo collapseNo collapseNo collapse

H/V peaks: 0.5-2sec (Bonnefoy et al, 2008)

Damage to 5 to 20-story buildings

QQfnofno: Silt & Clay Layers: Silt & Clay LayersQQfnofno: Silt & Clay Layers: Silt & Clay Layers

Localized Damage – Site Effects?

AAAABBBB

AAAA

BBBB

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LIQUEFACTION &LATERAL SPREADING

Ground Failure

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Lateral Spreading

Lateral spreading near river banks due to liquefaction

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Gas Station - Concepción

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LANDSLIDES & DAMS/TAILING DAMS

Ground Failure

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Landslides

Few deep seated slides were observed

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Dams

Most dams performed well

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Approximate area of failure and flow direction

Tailing DamsLas Palmas tailings dam failure

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Las Palmas Tailing Dam failure (cont)

Besides this case, most tailings dams performed well

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PORTS & HARBORS CASE STUDIES

Impacts of Ground Failure

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Ports & Harbors• Provide important means for importing &

exporting goods in Chile 95% of exports & 90% of imports are

conducted through ports Country has 35 operational ports (10

state owned, 25 privately owned). 2 are military ports

4 ports were inspected in the period 3/13 to 3/18 by GEER team: Valparaiso, San Antonio, Talcahuano & Coronel

Information & Assistance was provided by EERI team and local engineers.

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Valparaiso: Outward quay wall movement and pavement cracks

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San Antonio: Damaged dock

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St Vincente Port

Fishing Wharf

Fish Packaging Facility

Petroleum Facilities

N

Talcahuano Port Area 37

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178m24m42m N

Documented extent of lateral spread

Fishing Pier 39

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N

Approx extent of lateral spread

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Lateral Spreading Effects on Industrial FacilitiesLateral Spreading Effects on Industrial Facilities

Fish Packing Facility, San VicenteFish Packing Facility, San Vicente

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N

Fish Packaging Facility

Petrobas Gas Facility

Water rise

Petrobas Gas Facility 42

Approx extent of lateral spread

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Coronel: Lateral spread displacements

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Coronel: Sinkholes (2.2m deep, 3.5m in diameter)

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Coronel: Rotation of pile due to lateral spreading (not a raked

pile!)

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EMBANKMENT FAILURESImpacts of Ground Failure

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Embankment Failures along Highway 5Embankment Failures along Highway 5

Possible liquefaction of thin seams in foundation soils led to translational failures of highwayembankments

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Talca

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Talca

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Valparaiso, UNESCO Heritage City

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Talca

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FestivalViña del Mar, 14 Stories

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MA

SSEQ

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Santiago

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Santiago

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Santiago

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MA

SSEQ

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Concepcion (AP Photo)

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Collapsed building in Concepcionop

en

ing

s

solidtypical

unit

Tower underconstruction

park

ing

Plan

A BSection A

Section B

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Santiago

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Santiago

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Airports

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Hospitals and health care

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US$2 billion annual sales

Approx. 1 billion liters

70% exported 80,000 full-time

workers

Chilean Wine Industry

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Stainless steel tanks

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Thank You

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Santiago (AP PHOTO/Carlos Espinoza)

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Bridge Team Members

Mark Yashinsky, Team Leader•Caltrans

Rodrigo Oviedo•Universidad Catolica de ChileScott Ashford•Oregon State UniversityLuis Fargier-Gabaldon•Universidad de los Andes, Merida.Matias Hube•Universidad Catolica de Chile

Traveled over 2000 km from Santiagoto Temuco and back over 5 days

Nazca Plate

200 mi

Valparaíso

South America Plate

Temuco

Talca

Ruta 5

Ruta 5

Santiago

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shear key

Temporary shoring of the

beam

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Vert

ical

axis

Rotation or

twisting of the deck

Abutment

Deck

Lateral displacement

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Failed shear key

Seismic barsUndamaged shear key

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Tubul Bridge

Eight span simply supported steel girders on

pier walls. Collapsed attributed to unseating of

beams

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Summary of Observations on Bridges

• Structures with less continuity generally suffered more damage

• Localized damage suggests the importance of local site effects

• Significant liquefaction and lateral spreading along coast greatly impacted mobility

• Widespread fill settlement was easily repaired, but adversely affected traffic.

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Summary of other Lifeline Performance

• Electric Power• Immediate blackout to 90% of Chile’s population• Transmission capability to provide power within 24 hours• Distribution system service restored with two weeks

• Telecommunication• Both landlines and wireless service serverly affected• Most cell sites ran out of battery power within 3 hours of

quakes, eliminating communications with repair crews and hospitals

• Most services restored within seven days

• Water and Wastewater severely impacted along coast

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Pelluhue (AP Photo)

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83April 9, 2023Presentation title

• Maximum inundation 10m

• Maximum run-up 30m• Loss of life limited

thanks to local awareness and good signing

• Most tsunami-related deaths from tourists

Tsunami

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NOAA Tsunami wave heights for Feb. 27, 2010, 8.8 EQ

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NOAA Tsunami wave heights, May 22 1960, 9.5 EQ

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1500 homes destroyed in Dichato from tsunami;only 17 residents killed

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Where do we fit in?The Pacific “Ring of Fire”

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200 mi

Juan de Fuca Plate

Casc

ad

ia S

ub

du

cti

on

Z

on

e

OregonOregon

WashingtonWashington

CaliforniaCaliforniaGorda Plate

Pacific Plate

North America Plate

Seattle

Portland

Corvallis

Salem

Redding

Medford

Vancouver

I-5

I-5

Nazca Plate

200 mi

Valparaíso

South America Plate

Temuco

Talca

Ruta 5

Ruta 5

Santiago

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Chile

Haiti

Finite fault models by Gavin Hayes, USGS National Earthquake Information Center

Comparison of Haitiand Chile earthquakes

• Haiti was:• Magnitude 7.0• Shallow Strike-Slip under

urban area• Vulnerable infrastructure

• Chile was:• Magnitude 8.8• Subduction Zone EQ

covering huge area• Over 500 more powerful• Last 6 times as long• Less vulnerable

infrastructure

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What are the implications for Oregon?

• 2010 Chile Earthquake• Peru-Chile Subduction

Zone• Magnitude 8.8• Shaking and Tsunami• Modern Building Codes• $30B damages• About 500 dead• 7 EQ M=8.0+ in past 100

yrs• Last M=8.0 in 1995• Occur about every 15 yrs

• Future CSZ Earthquake• Cascadia Subduction Zone• Magnitude 9.0• Shaking and Tsunami• Modern Building Codes• Damages estimated at

$30B*• Estimated up to 5000 dead*• No M=7.0 is past 100 years• Last M=9.0 in 1700• Occur about every 300 yrs

*Source: DOGAMI 2010

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What can you do?

Take personal responsibility• Have several days of emergency supplies• Earthquake proof your home • Have a plan

Support earthquake preparedness efforts• Participate in earthquake education • Continue to support State efforts

• DOGAMI tsunami hazard mapping to be completed by 2013• Seismic mitigation of public schools not complete until 2032• ODOT Phase I and II seismic retrofits

Support higher education• Innovative solutions through research and next-generation

engineers

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THANK YOU!

For more information:

Earthquake Engineering Research Institute• www.eeri.org

Geo-Engineering Extreme Events Reconnaissance• www.geerassociation.org

Oregon Department of Geology and Mineral Industries• www.OregonGeology.org


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