scholarly journals ERRATUM: Post-seismic response of the outer accretionary prism after the 2010 Maule earthquake, Chile

Geosphere ◽  
2019 ◽  
Vol 16 (2) ◽  
pp. 711-711
Author(s):  
Anne M. Tréhu ◽  
Alexander de Moor ◽  
José Mieres Madrid ◽  
Miguel Sáez ◽  
C. David Chadwell ◽  
...  
Keyword(s):  
Seismic Response ◽  
Accretionary Prism ◽  
Maule Earthquake ◽  
2010 Maule Earthquake

Evolution of seismic design codes of highway bridges in Chile

2021 ◽  
pp. 875529302098801
Author(s):  
José Wilches ◽  
Hernán Santa Maria ◽  
Roberto Leon ◽  
Rafael Riddell ◽  
Matías Hube ◽  
...  
Keyword(s):  
Seismic Design ◽  
Failure Modes ◽  
Highway Bridges ◽  
Design Codes ◽  
Seismic Codes ◽  
Analysis And Design ◽  
Residual Displacements ◽  
Shear Keys ◽  
Maule Earthquake ◽  
2010 Maule Earthquake

Chile, as a country with a long history of strong seismicity, has a record of both a constant upgrading of its seismic design codes and structural systems, particularly for bridges, as a result of major earthquakes. Recent earthquakes in Chile have produced extensive damage to highway bridges, such as deck collapses, large transverse residual displacements, yielding and failure of shear keys, and unseating of the main girders, demonstrating that bridges are highly vulnerable structures. Much of this damage can be attributed to construction problems and poor detailing guidelines in design codes. After the 2010 Maule earthquake, new structural design criteria were incorporated for the seismic design of bridges in Chile. The most significant change was that a site coefficient was included for the estimation of the seismic design forces in the shear keys, seismic bars, and diaphragms. This article first traces the historical development of earthquakes and construction systems in Chile to provide a context for the evolution of Chilean seismic codes. It then describes the seismic performance of highway bridges during the 2010 Maule earthquake, including the description of the main failure modes observed in bridges. Finally, this article provides a comparison of the Chilean bridge seismic code against the Japanese and United States codes, considering that these codes have a great influence on the seismic codes for Chilean bridges. The article demonstrates that bridge design and construction practices in Chile have evolved substantially in their requirements for the analysis and design of structural elements, such as in the definition of the seismic hazard to be considered, tending toward more conservative approaches in an effort to improve structural performance and reliability for Chilean bridges.

Assessing disaster capitalism in post-disaster processes in Chile: neoliberal reforms and the role of the corporate class

2020 ◽  
Vol 29 (6) ◽  
pp. 831-847
Author(s):  
Vicente Sandoval ◽  
Claudia Gonzalez-Muzzio ◽  
Carlos Villalobos ◽  
Juan Pablo Sarmiento ◽  
Gabriela Hoberman
Keyword(s):  
Private Sector ◽  
Private Funding ◽  
Content Type ◽  
Neoliberal Reforms ◽  
Maule Earthquake ◽  
Disaster Capitalism ◽  
2010 Maule Earthquake ◽  
Cross Case Analysis ◽  
Post Disaster

PurposeThis paper examines disaster capitalism in Chile, that is, the relationships between disasters and neoliberalism. It looks at two post-disaster dimensions: disasters as windows of opportunity to introduce political reforms and disasters as occasions for the corporate class to capitalize on such disasters.Design/methodology/approachTwo indices, disaster capitalism (DC) and post-disaster private involvement (PDPI), are proposed for cross-case analysis. They are based on legal records, institutional reports and economic data. The DC assesses the introduction of reforms following disasters, while PDPI evaluates the share of public-private funding used for recovery. Both indices are applied here to two disasters in Chile: the 2010 Maule earthquake, and the 2008 Chaitén volcanic eruption.FindingsResults show that the highly neoliberal Chilean context leaves limited space for new neoliberal reforms. Although recovery is implemented predominantly through the private sector, the state still assumes greater responsibility for recovery costs. Results also detect poor levels of participation from the private sector in accounting their efforts and making them publicly available. Likewise, the research suggests that neoliberal reforms become more likely after disasters. However, the preexisting politico-economic context matters. Finally, there is clearly a need for data systematization in post-disaster recovery.Originality/valueIn the Chilean context, the indices proved beneficial as a strategy for data collection and a method for scrutinizing the implications of neoliberal policy implemented in the wake of disasters, as well as in evaluating the role of the corporate class during recovery.

Seismic Performance of Engineered Masonry Buildings in the 2010 Maule Earthquake

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 385-406 ◽  
Author(s):  
Maximiliano Astroza ◽  
Ofelia Moroni ◽  
Svetlana Brzev ◽  
Jennifer Tanner
Keyword(s):  
Seismic Performance ◽  
Housing Construction ◽  
Masonry Buildings ◽  
Single Family ◽  
Similar Statement ◽  
Confined Masonry ◽  
Maule Earthquake ◽  
Extent Of Damage ◽  
2010 Maule Earthquake ◽  
Extensive Damage

Engineered masonry, namely reinforced and confined masonry, has been widely used for housing construction in Chile over the last few decades. Most one- and two-story single-family masonry dwellings did not experience any damage due to the 27 February 2010 Maule earthquake, with the exception of a few dwellings of pre-1970 vintage, which suffered moderate damage. A similar statement can be made for three- and four-story confined masonry buildings: a large majority of buildings remained undamaged. However, several reinforced and partially confined three- and four-story masonry buildings suffered extensive damage, and two three-story partially confined buildings collapsed. The key damage patterns and the causes of damage are discussed in the paper. The extent of damage observed in the field was correlated with calculated vulnerability indices, and relevant recommendations were made related to the design and construction practices.

Performance of Port Facilities in Southern Chile during the 27 February 2010 Maule Earthquake

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 553-579 ◽  
Author(s):  
Santiago Brunet ◽  
Juan Carlos de la Llera ◽  
Andrés Jacobsen ◽  
Eduardo Miranda ◽  
Cristián Meza
Keyword(s):  
Lateral Spreading ◽  
Soil Liquefaction ◽  
Southern Chile ◽  
Port Facilities ◽  
Chile Earthquake ◽  
Design Values ◽  
Maule Earthquake ◽  
Structural Failures ◽  
2010 Maule Earthquake ◽  
Nonlinear Deformations

This article describes the seismic performance of a group of ports in southern Chile during the 27 February 2010 Maule, Chile, earthquake. Direct costs in damage for these ports have been estimated in slightly less than US$300 million. Similarly to the performance of other ports in previous earthquakes, the most common failures observed were soil related, and include soil liquefaction, lateral spreading, and pile failures. Structural failures were mostly due to short pile effects and natural torsion. This situation is contrasted herein with the performance of the South Coronel Pier, which was seismically isolated in 2007. The isolated portion of this port remained operational after the earthquake, which was the main design goal. Post-earthquake preliminary analyses indicate that the structure was subjected to deformations and forces of approximately 60% to 70% of their design values, respectively. Piles and superstructure remained within elastic range, while the isolators experienced important nonlinear deformations.

Effects of Ground Failure on Bridges, Roads, and Railroads

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 119-143 ◽  
Author(s):  
Christian Ledezma ◽  
Tara Hutchinson ◽  
Scott A. Ashford ◽  
Robb Moss ◽  
Pedro Arduino ◽  
...  
Keyword(s):  
Lateral Spreading ◽  
Ground Shaking ◽  
Ground Failure ◽  
Major Earthquake ◽  
Long Duration ◽  
Maule Earthquake ◽  
2010 Maule Earthquake

The long duration and strong velocity content of the motions produced by the 27 February 2010 Maule earthquake resulted in widespread liquefaction and lateral spreading in several urban and other regions of Chile. In particular, critical lifeline structures such as bridges, roadway embankments, and railroads were damaged by ground shaking and ground failure. This paper describes the effects that ground failure had on a number of bridges, roadway embankments, and railroads during this major earthquake.

scholarly journals Unexpected coseismic surface uplift at Tirúa-Mocha Island area of south Chile before and during the Mw 8.8 Maule 2010 earthquake: a possible upper plate splay fault

2020 ◽  
Vol 47 (2) ◽  
pp. 295 ◽  
Author(s):  
Jorge Quezada ◽  
Edilia Jaque ◽  
Nicole Catalán ◽  
Arturo Belmonte ◽  
Alfonso Fernández ◽  
...  
Keyword(s):  
Normal Activity ◽  
Ground Movements ◽  
Island Area ◽  
Surface Uplift ◽  
Sea Bottom ◽  
Dislocation Models ◽  
Maule Earthquake ◽  
Vertical Ground ◽  
2010 Maule Earthquake ◽  
Splay Fault

The Tirúa-Mocha Island area (38.2°-38.4° S) in southern Chile has been affected by two megaearthquakes in only 50 years: the 1960 Mw=9.5 Valdivia earthquake and 2010 Mw=8.8 Maule earthquake. We studied in the field the vertical ground movements occurred during the interseismic period between both earthquakes and the coseismic period of 2010 Maule earthquake and 2011 Mw=7.1 Araucanía earthquake. During the 1960 earthquake, vertical coseismic ground movements are typical of subduction related earthquakes with Mocha Island, located close to the trench, experienced bigger ground uplift (150 cm) than that occurred in Tirúa (-20 cm), place located in the continental margin at the latitude of Mocha Island. Then during the 1960-2010 interseismic period, the 1960 coseismic uplift remained at Mocha Island unlike the normal interseismic subsidence that occurred northward at Arauco Peninsula and Santa María Island. Also Tirúa experienced the biggest interseismic uplift (180 cm) in all the area affected later by 2010 Maule earthquake. Then during the 2010 Mw=8.8 Maule earthquake an anomalous vertical coseismic ground uplift occurred in the study area, opposite to that of 1960 since Mocha Island experienced lower (25 cm) ground uplift than Tirúa (90 cm). Subsequently, during the Araucanía 2011 earthquake a ground uplift in Mocha Island (50 cm) and subsidence at Tirúa (20 cm) occurred. These unexpected vertical ground movements can be explained by the existence of an upper plate splay fault located below the sea bottom between Tirúa and Mocha Island: the Tirúa-Mocha splay fault. Considering the last seismic cycle, the activity of this fault would have started after the 1960 Valdivia earthquake. During 2010 Maule earthquake, the main slip occurred at Tirúa Mocha splay fault. Finally during 2011 Araucanía earthquake, the slip occurred mainly at the updip of Wadati-Benioff plane with probable normal activity of Tirúa-Mocha splay fault. Simple elastic dislocation models considering the Wadati-Benioff plane and the Tirúa-Mocha splay fault activity, can account for all the vertical ground movements observed during 1960 earthquake, the 1960-2010 interseismic period, the 2010 Maule earthquake and the 2011 Araucanía earthquake.

scholarly journals The Collapse of the Alto Río Building during the 27 February 2010 Maule, Chile, Earthquake

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 301-334 ◽  
Author(s):  
Cheng Song ◽  
Santiago Pujol ◽  
Andrés Lepage
Keyword(s):  
Reinforced Concrete ◽  
Building Code ◽  
Field Observations ◽  
Structural Walls ◽  
Floor Area ◽  
Chile Earthquake ◽  
Maule Earthquake ◽  
2010 Maule Earthquake ◽  
Story Building

The Alto Río Building, a 15-story building located in Concepción, Chile, collapsed during the 2010 Maule earthquake. Construction of the building was completed in 2009 following the Chilean building code of 1996. The building was provided with reinforced concrete structural walls (occupying nearly 7% of the floor area) to resist lateral and vertical loads. The walls failed in the first story, causing the overturning of the entire building. This paper provides detailed field observations and discusses plausible causes of the collapse.

Contrasting amount of fluids along the megathrust ruptured by the 2010 Maule earthquake as revealed by a combined analysis of aftershocks and afterslip

2016 ◽  
Vol 671 ◽  
pp. 95-109 ◽  
Author(s):  
Andres Tassara ◽  
Hugo Soto ◽  
Jonathan Bedford ◽  
Marcos Moreno ◽  
Juan Carlos Baez
Keyword(s):  
Combined Analysis ◽  
Maule Earthquake ◽  
2010 Maule Earthquake
Sign in / Sign up

Export Citation Format

Share Document