Your single point of reference for all your Geotechnical Inquiries
Publications tagged with [fault]
Total Items found:
Khajavi N.
,
Quigley M.
et al.
<p>High-resolution airborne LiDAR and field mapping were used to investigate a 29 km-long section of the Hurunui segment of the Hope Fault concealed beneath beech forest. Approximately 20 km of the dextral strike-slip principal slip zone (PSZ) was identified ...
Filed under:
Earthquake Engineering -
Earthquake Investigation
Reference:
Tectonophysics xxx (2014)
Elwood K.
,
Pampanin S.
et al.
At 12:51pm local time on 22 February 2011, a Mw 6.2 aftershock of the September 4, 2010, Darfield Earthquake shook the city of Christchurch, New Zealand. The aftershock occurred on an unmapped fault less than 8 km from the city center resulting in the collapse ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, March 1-4, 2012, Tokyo, Japan
Slopes in open pit mines must be considered as geotechnical structures. Therefore their design and implementation must be conducted with all consideration including technical, economical, environmental and safety issues. But these structures are above all ...
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
Slope Design and Implementation in Open Pit Mines: Geological and Geomechanical Approach, Marrakech : Morocco (2011)
Three-dimensional numerical models are needed to investigate the role of nonvertical strike-slip fault segments on the deformation within restraining bends. Numerical models simulate geologic deformation of two alternative three-dimensional present-day configurations ...
Filed under:
Geology -
Structural geology
Reference:
GEOLOGY, February 2009
Evidence indicates that the vertical component of ground motion is more significant than previously thought, especially for near fault events. However, many design codes do not reflect the importance of the vertical component of ground motion. Therefore, ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Southern Illinois University Carbondale OpenSIUC Theses Theses and Dissertations 12-1-2009 Structural Response Including Vertical Component of Ground Motion Alex Joseph Piolat
Onasch C. M.
,
Dunne W. M.
et al.
<p>Previous studies [O’Kane, A., Onasch, C.M., Farver, J., 2007. The role of fluids in low-temperature, faultrelated deformation of quartz arenite. Journal of Structural Geology 29, 819–836; Cook, J., Dunne, W.M., Onasch, C.M., 2006. Development ...
Filed under:
Geology -
Structural geology
Reference:
Journal of Structural Geology 31 (2009) 960–971
Elliott J. R.
,
Biggs J.
et al.
<p>The interseismic strain across the Altyn Tagh Fault at 85E has been measured using 59 interferograms from 26 ERS-1/2 SAR acquisitions on a single track for the period 1993 – 2000. Using an atmospheric delay correction that scales linearly with height, ...
Filed under:
Geology -
Structural geology
Reference:
GEOPHYSICAL RESEARCH LETTERS, VOL. 35, 2008
Amiri J. V.
,
Davoodi M. R.
et al.
<p>According to the recent earthquakes Near-Fault ground motions in the vicinity of quake field caused many damages. There is evidence indicating that ground shaking near a fault rupture may be characterized by an impulsive motion that exposes structures to ...
Filed under:
Earthquake Engineering -
Ground Response Analysis
Reference:
The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China
New Zealand is located in the area of active seismicity on the boundary between the Australian and Pacific plates. Most dams in New Zealand are in the close proximity to active faults and some dams have been built across active faults. The paper describes ...
Filed under:
Dam Engineering -
Dam Seismic Design
Reference:
First Turkish Dam Safety Symposium May 2007
Rotational and vertical components of ground motion are almost always ignored in design or in the assessment of structures despite the fact that vertical motion can be twice as much as the horizontal motion and may exceed 2g level, and rotational excitation ...
Filed under:
Earthquake Engineering -
Ground Response Analysis
Reference:
ISET Journal of Earthquake Technology, Paper No. 485, Vol. 44, No. 1, March 2007, pp. 259–284