Muestra métricas de impacto externas asociadas a la publicación. Para mayor detalle:
| Indexado |
|
||||
| DOI | 10.1016/J.JSG.2020.104131 | ||||
| Año | 2020 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
Fracture opening at low differential stress controls maximum sustainable fluid pressure (lambda) within cohesive brittle crust. Standard Andersonian stress states occur when two conditions are met: (1) one of the principal stresses sigma(1)>=sigma(2)>=sigma(3) is vertical, and (2) failure occurs at optimal orientations so that the stress tensor shape ratio phi=(sigma(2)-sigma(3))/(sigma(1)-sigma(3)) is irrelevant. Here we explore the role of phi-values (axial compression, triaxial stress and axial tension) on sustainable fluid pressure driving rock failure under general stress states. We analyzed two exposures representing tectonics of the Southern Andes. Calculated failure curves in lambda-depth space indicate that the hydrostructural behavior of general stress states is governed by the steepest of the principal stresses and the phi-value. Generally, hydrostructural behavior falls within standard Andersonian lambda-depth conditions. However, field examples suggest that non-Andersonian axial stresses may sustain fluid pressures that depart from the standard Andersonian condition: the lowest fluid pressures occur under subvertical axial compression and subhorizontal axial tension; and the highest fluid pressures occur under subvertical axial tension and sub -horizontal axial compression. Since around 15% of global stress compilations correspond to one of these categories, it follows that a significant portion of tectonic regimes potentially define a hydrostructural infrastructure different from standard Andersonian crust.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Roquer, Tomas | Hombre |
Pontificia Universidad Católica de Chile - Chile
Universidad de Chile - Chile Centro de Excelencia en Geotermia de Los Andes - Chile |
| 2 | ARANCIBIA-HERNANDEZ, GLORIA CECILIA | Mujer |
Pontificia Universidad Católica de Chile - Chile
Universidad de Chile - Chile Centro de Excelencia en Geotermia de Los Andes - Chile |
| 3 | Rowland, Julie | Mujer |
UNIV AUCKLAND - Nueva Zelanda
University of Auckland - Nueva Zelanda The University of Auckland - Nueva Zelanda |
| 4 | VELOSO-ESPINOSA, EUGENIO ANDRES | Hombre |
Pontificia Universidad Católica de Chile - Chile
Universidad de Chile - Chile Centro de Excelencia en Geotermia de Los Andes - Chile |
| 5 | Molina, Eduardo | Hombre |
Universidad de Chile - Chile
UNIV CADIZ - España Centro de Excelencia en Geotermia de Los Andes - Chile Universidad de Cádiz - España |
| 6 | Crempien, Jorge G. F. | Hombre |
Pontificia Universidad Católica de Chile - Chile
Universidad de Chile - Chile Centro de Excelencia en Geotermia de Los Andes - Chile |
| 7 | MORATA-CESPEDES, DIEGO ANTONIO | Hombre |
Universidad de Chile - Chile
Centro de Excelencia en Geotermia de Los Andes - Chile Universidad de Cádiz - España |
| Fuente |
|---|
| ANID |
| National Agency for Research and Development |
| ANID-Fondecyt |
| ANID-FONDAP |
| ANID Scholarship Program, Beca de Doctorado Nacional |
| National Agency for Research and Development (ANID), through program ANID-FONDECYT |
| National Agency for Research and Development (ANID), through the program ANID-FONDAP |
| Agradecimiento |
|---|
| This research was funded by the National Agency for Research and Development (ANID), through the programs ANID-FONDECYT, Project 1180167; and ANID-FONDAP, Project 15090013. Tomas Roquer acknowledges support from the ANID Scholarship Program, Beca de Doctorado Nacional 21171178. TR specially thanks the help of Josefa Sepulveda during field work and the processing of structural data; and the early discussion with Pablo Iturrieta and Jose Cembrano on mechanical conditions driving failure. Field work was conducted with the help of Camila Gilberto, Paulina Vergara, Guillermo Ortega and Paula Penaloza. We are thankful for the comments of the editor Dr. Joao Hippertt; and the revisions from Dr. Tom Blenkinsop and an anonymous reviewer, which helped to greatly improve the quality of the manuscript. |
| This research was funded by the National Agency for Research and Development (ANID), through the programs ANID-FONDECYT , Project 1180167; and ANID-FONDAP, Project 15090013. Tomás Roquer acknowledges support from the ANID Scholarship Program, Beca de Doctorado Nacional 21171178. TR specially thanks the help of Josefa Sepúlveda during field work and the processing of structural data; and the early discussion with Pablo Iturrieta and José Cembrano on mechanical conditions driving failure. Field work was conducted with the help of Camila Gilberto, Paulina Vergara, Guillermo Ortega and Paula Peñaloza. We are thankful for the comments of the editor Dr. Joao Hippertt; and the revisions from Dr. Tom Blenkinsop and an anonymous reviewer, which helped to greatly improve the quality of the manuscript. |