Fault zone architecture and permeability features in siliceous sedimentary rocks: Insights from the Rapolano geothermal area (Northern Apennines, Italy)

2008 ◽  
Vol 30 (2) ◽  
pp. 237-256 ◽  
Author(s):  
Andrea Brogi
Tectonics ◽  
2008 ◽  
Vol 27 (4) ◽  
pp. n/a-n/a ◽  
Author(s):  
N. De Paola ◽  
C. Collettini ◽  
D. R. Faulkner ◽  
F. Trippetta

Solid Earth ◽  
2020 ◽  
Vol 11 (1) ◽  
pp. 95-124 ◽  
Author(s):  
Bernhard Schuck ◽  
Anja M. Schleicher ◽  
Christoph Janssen ◽  
Virginia G. Toy ◽  
Georg Dresen

Abstract. New Zealand's Alpine Fault is a large, plate-bounding strike-slip fault, which ruptures in large (Mw>8) earthquakes. We conducted field and laboratory analyses of fault rocks to assess its fault zone architecture. Results reveal that the Alpine Fault Zone has a complex geometry, comprising an anastomosing network of multiple slip planes that have accommodated different amounts of displacement. This contrasts with the previous perception of the Alpine Fault Zone, which assumes a single principal slip zone accommodated all displacement. This interpretation is supported by results of drilling projects and geophysical investigations. Furthermore, observations presented here show that the young, largely unconsolidated sediments that constitute the footwall at shallow depths have a significant influence on fault gouge rheological properties and structure.


2013 ◽  
Vol 51 ◽  
pp. 92-104 ◽  
Author(s):  
R.J. Walker ◽  
R.E. Holdsworth ◽  
J. Imber ◽  
D.R. Faulkner ◽  
P.J. Armitage

2006 ◽  
Vol 34 ◽  
pp. 73-80
Author(s):  
F. Tongkul ◽  
H. Benedick ◽  
F. K. Chang

Slope failures are frequent occurrences along roads in Malaysia. Not until recently, geological inputs were rarely sought when designing and constructing roads on mountainous areas. This paper highlights the result of a geological study on selected slopes along a major road across Sabah's main mountain range, the Crocker Range, which is comprised mostly of folded Eocene sedimentary rocks. A total of 48 slopes facing potential failure problems were studied. The following four main potential sources of failures were recognised: 1) related to intensely sheared mudstones within a localised fault zone; 2) related to unfavourable orientation of discontinuity planes whereby bedding and joint planes of sandstone beds occur parallel or sub-parallel to the slope face; 3) related to the presence of intensely fractured and sheared sandstone and mudstone beds within a regional fold hinge; and 4) related to the presence of old landslide deposits. The recommendations to stabilise problematic slopes include covering the unstable slope face with concrete or vegetation and cutting back the slopes further.


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