PPT-Passive seismic monitoring of landslides’ creep:
Author : alida-meadow | Published Date : 2017-11-02
Case studies at SuperSauze Southeastern France and Pechgraben Upper Austria clayrich landslides N Vouillamoz 1 S Rothmund 1 M Joswig 1 JP Malet 2 amp B Jochum
Presentation Embed Code
Download Presentation
Download Presentation The PPT/PDF document "Passive seismic monitoring of landslides..." is the property of its rightful owner. Permission is granted to download and print the materials on this website for personal, non-commercial use only, and to display it on your personal computer provided you do not modify the materials and that you retain all copyright notices contained in the materials. By downloading content from our website, you accept the terms of this agreement.
Passive seismic monitoring of landslides’ creep:: Transcript
Case studies at SuperSauze Southeastern France and Pechgraben Upper Austria clayrich landslides N Vouillamoz 1 S Rothmund 1 M Joswig 1 JP Malet 2 amp B Jochum 3. Landslides Pomeroy, J. S., and Davies, W. E., 1975,Map of susceptibility to landsliding, Allegheny County, Pennsylvania:U.S. Geolocal Survey Miscellaneous Field Studies Map MFB, 2 sheets scale 1:50,00 Dara . Navaei. , Siegfried Malang, . Xueren. Wang. ARIES . Project Meeting. Jan. 26. th. ,2011 UCSD. Definition of Creep. Creep is a rate dependent material nonlinearity in which the material continues to deform under a constant load (ANSYS). Creep is highly time dependent and it displays its effects over a long time. Creep has 3 stages:. VIRGINIA CONCRETE CONFERENCE. March 3-4, 2011 . Presented by:. Teddy Theryo, P.E.. Parsons Brinckerhoff . SEGMENTAL BRIDGE GROUP. Presentation Outline. Introduction. Understanding of Creep & Shrinkage. E. Westman, J. Kerr, K. . Luxbacher. , and S. . Schafrik. Mining and Minerals Engineering Dept.. What is the rear abutment?. 2. What is the rear abutment?. 3. What is the rear abutment?. 4. Forward . Presentation Outline. Location of Bhutan . Background . About Seismology Division. Ongoing programs and projects. National Seismic monitoring system. Systematic Data Merge System. Future Plans. Lo. With Seismology. Fabian Walter. 2009 – Dr. sc. ETH Zürich. 2004 – MSc University of Colorado, USA. 2002 – BSc Brigham Young University, USA. Host: Laboratory of Hydraulics, Hydrology and Glaciology . James H. Porter, Ph.D.. NYCDEP. 19 . September . 2013. Watershed Science and Technical Conference. Hotel Thayer, West Point, NY. NYCDEP Snowpack Monitoring. We used to do it.. We still do it.. We’re . Landslides The two regions most vulnerable to landslides are the Himalayas and the Western Ghats. The Himalayas mountain belt comprise of tectonically unstable younger geological formations subjected The equation is a general definition for earthquake input energy (Chopra [12]), where is the earthquake input energy and is the deck mass. The ground acceleration is represented by and the deck velo Dara . Navaei. , Siegfried Malang, . Xueren. Wang. ARIES . Project Meeting. Jan. 26. th. ,2011 UCSD. Definition of Creep. Creep is a rate dependent material nonlinearity in which the material continues to deform under a constant load (ANSYS). Creep is highly time dependent and it displays its effects over a long time. Creep has 3 stages:. November 2012 Istanbul, Turkey. C. . Neagoe. , L.M. . Manea. and C. Ionescu. National Institute for Earth Physics, . Magurele-Ilfov. , Romania. . In . February 1977, the Department of Seismology from the Romanian Geophysical and Geological Institute (GGI) together with the Laboratory of Geodynamics of the Romanian Academy formed the Centre of the Earth Physics (CEP). In 1994, after a governmental decision, CEP was transformed in the National Institute for Earth Physics (NIEP). NIEP is coordinated by the Romanian Ministry of Education, Research, Youth and Sport. . Shawn . L. Rice. Board of Directors, IAGC. NOIA Annual Meeting. April . 20, . 2016. shawn.rice@iongeo.com. 5 Year Lease Plan. March 15. th. , 5-Year Plan Released (2017 – 2022). Excludes Leasing Offshore Atlantic. save you money. .. 60 – 70% of the . hours. . spent thawing a culvert . are . used to FIND . IT first. . The . Culvert Creep. was specially designed for locating, snaking and thawing your culvert.. m) . ; deformation or strain is measured and plotted as a function of elapsed time as illustrated in figure 2. . For metallic materials most creep tests are conducted in uniaxial tension using a specimen having the same geometry as for tensile tests..
Download Document
Here is the link to download the presentation.
"Passive seismic monitoring of landslides’ creep:"The content belongs to its owner. You may download and print it for personal use, without modification, and keep all copyright notices. By downloading, you agree to these terms.
Related Documents