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Computational Geomechanics Laboratory

University of New Mexico. RECENT DEM RESULTS (click on the texts to download the avi files). Rough Shaft jpeg files. Maintained by T.-T. Ng. Suggestions send to tang@unm.edu. 87131 (Albuquerque Weather Forecast, NM).

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Computational Geomechanics Laboratory | geolab.unm.edu Reviews
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University of New Mexico. RECENT DEM RESULTS (click on the texts to download the avi files). Rough Shaft jpeg files. Maintained by T.-T. Ng. Suggestions send to tang@unm.edu. 87131 (Albuquerque Weather Forecast, NM).
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1 lcome
2 computational geomechanics laboratory
3 civil engineering
4 research team
5 discrete element method
6 magnetic resonance imaging
7 teaching duty
8 sample preparation
9 triaxial compression
10 lateral compression
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lcome,computational geomechanics laboratory,civil engineering,research team,discrete element method,magnetic resonance imaging,teaching duty,sample preparation,triaxial compression,lateral compression,undrained test,teaching,lunar calendar
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Computational Geomechanics Laboratory | geolab.unm.edu Reviews

https://geolab.unm.edu

University of New Mexico. RECENT DEM RESULTS (click on the texts to download the avi files). Rough Shaft jpeg files. Maintained by T.-T. Ng. Suggestions send to tang@unm.edu. 87131 (Albuquerque Weather Forecast, NM).

INTERNAL PAGES

geolab.unm.edu geolab.unm.edu
1

Discrete Element Method

http://geolab.unm.edu/dem.html

The discrete element method (DEM) is a finite difference scheme. It is used to study assemblies of individual particles. By monitoring the interaction between particles, the behavior of the material is known. Our current research goal at UNM is:. To study the behavior of granular media using ELLIPSE3H. Using Magnetic Resonant Imaging. To obtain micro-information of specimens with Ottawa sands,. To develop constitutive models for granular media based on micromechanics behavior.

2

Name List

http://geolab.unm.edu/namelist.html

505) 277-4844, tang@unm.edu. 505) 277-2902, sfaiza@unm.edu. 505) 459-8509, srashidyan@unm.edu. Continuing Education Center: 277-3751.

3

teaching duty

http://geolab.unm.edu/teach.html

FALL 2016 Teaching Duty. Numerical Methods in CE. Contact: 505-277-4844 or tang@unm.edu.

4

News

http://geolab.unm.edu/news.html

Date: October 23, 2002. A new boundary mechanism has been developed for triaxial simulations. The results show an increase in friction angle. Futhermore, the stress-strain curve is close resemblance with triaxial data. The result is under construction. But, I can show you the most recent result. The picture. Shows the three cross sections through the centoid of a 3-D sample at the end of the simple shear test. The resolution of this image has been reduced to 640 from the original 1280.

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