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Papers by Alfredo Taboada

Research paper thumbnail of Sismotectónica de Colombia

Research paper thumbnail of Sismotectónica de Colombia: deformación continental activa y subducción

Page 1. Física ele la 'Tierra 155N: 02144557 1998, u.' 10: 111-147 Sismotectónica de Co... more Page 1. Física ele la 'Tierra 155N: 02144557 1998, u.' 10: 111-147 Sismotectónica de Colombia: deformación continental activa y subducción A. TABOADA ',C. DIMATÉ 2 y A. FUENZALIDA Departamento de Ingeniería Civil. ...

Research paper thumbnail of Observations and simulation of landsliding in monoclines, Western Taiwan

Abstract Several kilometric scale landslides in monocline structures are observed in the Western ... more Abstract Several kilometric scale landslides in monocline structures are observed in the Western Foothills belt of Taiwan (Tsao-Ling and Chiu-Fen-Er-Shan). These slides have been triggered by rainfall and/or earthquake during the 20th century. Sliding occurs along the bedding generating rock avalanches downslope. Field studies allow to describe the precise geological structure and rock compositions in these monoclines. Discrete numerical models are used to calculate the dynamic landslide process taking into consideration the ...

Research paper thumbnail of Behavior law of frictional/cohesive granular materials and segregation along talus slopes

By means of a numerical biaxial experiment we determined the relationship between the microscopic... more By means of a numerical biaxial experiment we determined the relationship between the microscopic and the macroscopic behavior law of a sample composed of compact granular material with fixed texture (size distribution). The modeling technique is contact dynamics, which may be applied to large sets of particles. The mechanical interaction between particles is given by a contact law, which considers

Research paper thumbnail of Rôle des paramètres locaux de cohésion dans la résistance mécanique d'un milieu granulaire cohésif

Research paper thumbnail of Observations and Discrete Element Modeling 4-07 of Force Transmission and Shear Band Formation in Deformed Conglomerates (Jiu-Jiu Fon, Taiwan)

Research paper thumbnail of Identification du frottement de roulement comme un paramètre de forme dans les milieux granulaires

Research paper thumbnail of Tectonic regime and strain localization in porous sandstones (Provence, France)

Research paper thumbnail of Seismic Source Study of the 19 January, 1995 Tauramena (Colombia) Earthquake

The Tauramena (Colombia) earthquake, Mw = 6.5, occurred the 19 January, 1995 in the Andean Easter... more The Tauramena (Colombia) earthquake, Mw = 6.5, occurred the 19 January, 1995 in the Andean Eastern Cordillera Foothill region, the so-called Piedemonte Llanero. The Harvard's CMT focal mechanism indicates an almost pure inverse fault rupture. There was no surface rupture associated to this earthquake. A field expedition to the epicentral area was organized and a temporary portable network was installed

Research paper thumbnail of Development of tectono-sedimentary mélanges in accretionary wedges: Insights from analog modeling

Research paper thumbnail of Geological and morphological study of the Jiufengershan landslide triggered by the Chi-Chi Taiwan earthquake

Research paper thumbnail of The 1999 Tsao-Ling Rockslide: Source Area, Debris, and Life Cycle of Associated Rockslide-Dammed Lake (Central Taiwan)

Lecture Notes in Earth Sciences, 2010

The Tsao-Ling rock avalanche was the largest landslide triggered by the 1999 Chi–Chi earthquake i... more The Tsao-Ling rock avalanche was the largest landslide triggered by the 1999 Chi–Chi earthquake in central Taiwan. In addition to detailed and extensive field observations, several Digital Elevation Models (DEMs) generated from sets of aerial photos have been utilized to document and measure the coseismic and post-seismic morphological changes at Tsao-Ling. The estimated volume of the initial rock avalanche is about 125.5 and 138 Mm3 for the depleted and accumulated zones, respectively, indicating an increase in volume due to fragmentation. The average thickness was about 150–170 m, up to 195 m of the slid mass–over 140 m on the Chingshui River channel while between 30 and 90 m debris covered on the preexisting debris deposit hill. The landslide debris blocked the river channel and formed a dammed lake, with a maximum volume of 45 Mm3. In the deposit area, strong river erosion has removed 72 Mm3 of the debris since the earthquake. By August 2004, the rockslide-dammed lake had filled up completely with sediment. The filling materials originated in numerous landslides in the upstream area.

Research paper thumbnail of Identification du frottement de roulement comme un paramètre de forme dans les milieux granulaires

Research paper thumbnail of Rôle des paramètres locaux de cohésion dans la résistance mécanique d'un milieu granulaire cohésif

Research paper thumbnail of Shear strength and fabric properties in granular media with interlocked particles

We study granular materials characterized by the possibility of interlocking between the particle... more We study granular materials characterized by the possibility of interlocking between the particles. The Interlocking is modeled as the combined effect of sliding and rolling resistance at the contacts, and it involves two contact parameters: a coefficient of sliding friction and a coefficient of rolling friction. This model is introduced within the framework of the Contact Dynamics method, and it

Research paper thumbnail of Mechanical Behavior of Cohesive Granular Materials: Insights From Numerical Models and Natural Processes

Research paper thumbnail of Recent Morphological Changes of the Nice Continental Slope

Engineering Geology for Society and Territory - Volume 4, 2014

Research paper thumbnail of Comparison of the effects of rolling resistance and angularity in sheared granular media

Research paper thumbnail of The 19 January 1995 Tauramena (Colombia) earthquake: geometry and stress regime

Research paper thumbnail of Geodynamics of the northern Andes: Subductions and intracontinental deformation (Colombia)

Research paper thumbnail of Sismotectónica de Colombia

Research paper thumbnail of Sismotectónica de Colombia: deformación continental activa y subducción

Page 1. Física ele la 'Tierra 155N: 02144557 1998, u.' 10: 111-147 Sismotectónica de Co... more Page 1. Física ele la 'Tierra 155N: 02144557 1998, u.' 10: 111-147 Sismotectónica de Colombia: deformación continental activa y subducción A. TABOADA ',C. DIMATÉ 2 y A. FUENZALIDA Departamento de Ingeniería Civil. ...

Research paper thumbnail of Observations and simulation of landsliding in monoclines, Western Taiwan

Abstract Several kilometric scale landslides in monocline structures are observed in the Western ... more Abstract Several kilometric scale landslides in monocline structures are observed in the Western Foothills belt of Taiwan (Tsao-Ling and Chiu-Fen-Er-Shan). These slides have been triggered by rainfall and/or earthquake during the 20th century. Sliding occurs along the bedding generating rock avalanches downslope. Field studies allow to describe the precise geological structure and rock compositions in these monoclines. Discrete numerical models are used to calculate the dynamic landslide process taking into consideration the ...

Research paper thumbnail of Behavior law of frictional/cohesive granular materials and segregation along talus slopes

By means of a numerical biaxial experiment we determined the relationship between the microscopic... more By means of a numerical biaxial experiment we determined the relationship between the microscopic and the macroscopic behavior law of a sample composed of compact granular material with fixed texture (size distribution). The modeling technique is contact dynamics, which may be applied to large sets of particles. The mechanical interaction between particles is given by a contact law, which considers

Research paper thumbnail of Rôle des paramètres locaux de cohésion dans la résistance mécanique d'un milieu granulaire cohésif

Research paper thumbnail of Observations and Discrete Element Modeling 4-07 of Force Transmission and Shear Band Formation in Deformed Conglomerates (Jiu-Jiu Fon, Taiwan)

Research paper thumbnail of Identification du frottement de roulement comme un paramètre de forme dans les milieux granulaires

Research paper thumbnail of Tectonic regime and strain localization in porous sandstones (Provence, France)

Research paper thumbnail of Seismic Source Study of the 19 January, 1995 Tauramena (Colombia) Earthquake

The Tauramena (Colombia) earthquake, Mw = 6.5, occurred the 19 January, 1995 in the Andean Easter... more The Tauramena (Colombia) earthquake, Mw = 6.5, occurred the 19 January, 1995 in the Andean Eastern Cordillera Foothill region, the so-called Piedemonte Llanero. The Harvard's CMT focal mechanism indicates an almost pure inverse fault rupture. There was no surface rupture associated to this earthquake. A field expedition to the epicentral area was organized and a temporary portable network was installed

Research paper thumbnail of Development of tectono-sedimentary mélanges in accretionary wedges: Insights from analog modeling

Research paper thumbnail of Geological and morphological study of the Jiufengershan landslide triggered by the Chi-Chi Taiwan earthquake

Research paper thumbnail of The 1999 Tsao-Ling Rockslide: Source Area, Debris, and Life Cycle of Associated Rockslide-Dammed Lake (Central Taiwan)

Lecture Notes in Earth Sciences, 2010

The Tsao-Ling rock avalanche was the largest landslide triggered by the 1999 Chi–Chi earthquake i... more The Tsao-Ling rock avalanche was the largest landslide triggered by the 1999 Chi–Chi earthquake in central Taiwan. In addition to detailed and extensive field observations, several Digital Elevation Models (DEMs) generated from sets of aerial photos have been utilized to document and measure the coseismic and post-seismic morphological changes at Tsao-Ling. The estimated volume of the initial rock avalanche is about 125.5 and 138 Mm3 for the depleted and accumulated zones, respectively, indicating an increase in volume due to fragmentation. The average thickness was about 150–170 m, up to 195 m of the slid mass–over 140 m on the Chingshui River channel while between 30 and 90 m debris covered on the preexisting debris deposit hill. The landslide debris blocked the river channel and formed a dammed lake, with a maximum volume of 45 Mm3. In the deposit area, strong river erosion has removed 72 Mm3 of the debris since the earthquake. By August 2004, the rockslide-dammed lake had filled up completely with sediment. The filling materials originated in numerous landslides in the upstream area.

Research paper thumbnail of Identification du frottement de roulement comme un paramètre de forme dans les milieux granulaires

Research paper thumbnail of Rôle des paramètres locaux de cohésion dans la résistance mécanique d'un milieu granulaire cohésif

Research paper thumbnail of Shear strength and fabric properties in granular media with interlocked particles

We study granular materials characterized by the possibility of interlocking between the particle... more We study granular materials characterized by the possibility of interlocking between the particles. The Interlocking is modeled as the combined effect of sliding and rolling resistance at the contacts, and it involves two contact parameters: a coefficient of sliding friction and a coefficient of rolling friction. This model is introduced within the framework of the Contact Dynamics method, and it

Research paper thumbnail of Mechanical Behavior of Cohesive Granular Materials: Insights From Numerical Models and Natural Processes

Research paper thumbnail of Recent Morphological Changes of the Nice Continental Slope

Engineering Geology for Society and Territory - Volume 4, 2014

Research paper thumbnail of Comparison of the effects of rolling resistance and angularity in sheared granular media

Research paper thumbnail of The 19 January 1995 Tauramena (Colombia) earthquake: geometry and stress regime

Research paper thumbnail of Geodynamics of the northern Andes: Subductions and intracontinental deformation (Colombia)

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