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We got on
at the ground floor. From that vantage point, numerical modeling has
become an increasingly important and increasingly utilized tool for
understanding the behavior of the earth in response to the engineering
efforts of man. I urge you to get on at the ground floor and plan to
participate in the 2nd FLAC/DEM Symposium (see the information below). The conference provides
a one-of-a-kind chance to see how Itasca's consulting work and the work
done with our software by our customers define the state-of-the-art in
numerical modeling.
– Loren Lorig, Chief Executive Officer
Consulting
Modeling of Large Deformations in Tunnels
Recent tunnel modeling work performed by Itasca Consultores S.L.
(Oviedo, Spain) has dealt with the case where, when large
stress/strength ratios are present, tunnels in weak ground present a
squeezing behavior that translates to constant closure rates far from
the tunnel face. It is not always possible to reproduce this behavior
with conventional elastic-plastic constitutive models (below left).
Reducing the stiffness of the ground usually produces abnormally large
deformation far away from the tunnel. Reducing the strength of the
ground in the model can incorrectly produce tunnel collapse at a low
deformation level relative to the real deformations (adjacent figure).
For these cases, often it is necessary to use a creep constitutive model
(cpow in this case) that introduces a shear strain rate that
depends on the deviatoric stress invariant. With this constitutive model
it has been possible to calibrate the evolution of the deformations of
the heading phase (below right) and then to simulate the behavior of the
tunnel in a future phase (the support of the bench phase, the invert or
the lining in a long term).
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Left:
comparison between measurements and simulation with Mohr-Columb
constitutive model; Right: Calibration of the heading phase with cpow
constitutive model
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Software

International
Introducing Itasca India Consulting Private Limited
Itasca is pleased to announce that the formal establishment of its
office in India is complete. The new company, Itasca India Consulting
Private Limited, is located in Nagpur, India. The office is led by Jay
Aglawe, a mining engineer* with over 16 years of experience
consulting in India. The office will open officially for business in
the very near future and, in addition to working primarily in the in
area of hydro-electric power schemes, will serve as the sales office for
Itasca software in India.
*In
the previous edition of Groundworks, Jay was mistakenly
designated a civil engineer. Our apologies to Jay for the error.
New Leadership Personnel at Itasca Consulting Group, Inc. (ICG)
In January, Doug Stearley
assumed the position of Financial Manager of ICG. Doug
arrives with more than 30 years of experience in management and the
financial administration of
various industries, including process engineering, business acquisition,
and consulting. He has a B.S. degree in
Mechanical Engineering and an MBA.
Dr. Will
Pettitt has accepted the position of General Manager at ICG. Will
has served as principal geophysicist at ASC since 2003, and brings a
strong background in geophysics, software, consulting and management to
the general manager position at ICG. His presence will accelerate the
integration of microseismic observation and numerical modeling
technologies that began last May when ASC became a part of Itasca.
During and after the transition to his new position he will continue to
contribute to geophysics work being done at ASC. Will
expects to assume his duties as GM in late spring.
The staff
in Minneapolis is happy to have Doug and Will on board.

Training
The first spring training course is on FLAC, and it is a little
more than one month away. The course on FLAC has 6 remaining
spaces. There are only 3 remaining spaces for the FLAC3D course. The other
courses are filling up as well. Registrations are accepted on a
first-come, first served basis, so if you are planning to join us, sign
up now. The complete schedule of classes is:
FLAC Apr 12-14, 2010
FLAC3D Apr 19-21, 2010
KUBRIX Apr 22-23, 2010
UDEC Apr 26-28, 2010
3DEC May 3-5, 2010
PFC May 10-13, 2010
Full course descriptions, registration, and price information are
available online.
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Conferences
2nd FLAC/DEM Symposium Update
Charles Fairhurst and Peter Cundall will be the keynote speakers at the 2nd
International FLAC/DEM Symposium, 14-16 February 2011 in Melbourne,
Australia. Visit www.flacdemsymposium.com
for background on Dr. Fairhurst and Dr. Cundall. Also note: the
deadline for submission of abstracts is April 30 — less than six weeks
from now. If you are intending to submit an abstract, don't wait.
Abstracts of 300 words or less should be sent to: Michele Nelson
(mnelson@itascacg.com) at Itasca Consulting Group, Inc.
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Publications
Jiang, A., Z. Zheng, X. Zhou and Y. Han. (2009) "A Strain-Softening
Model for Drilling-Induced Damage on Boreholes in Williston Basin,"
in Asheville 2009 (43rd U.S. Rock Mechanics Symposium/4th U.S.-Canada
Rock Mechanics Symposium, Asheville, June 2009). Paper No. ARMA 09-26.
Pettitt, W. et al. (2009) "Using Continuous Microseismic Records for
Hydrofracture Diagnostics and Mechanics," in SEG Houston 2009
(Proceedings, SEG International Exposition and 79th Annual Meeting,
Houston, October 2009), pp. 1542-1546.
Reyes-Montes, J. et al. (2009) "Microseismic Analysis for the
Quantification of Crack Interaction During Hydraulic Stimulation,"
in SEG Houston 2009 (Proceedings, SEG International Exposition and 79th
Annual Meeting, Houston, October 2009), pp. 1652-1656.
Reyes-Montes, J. et al. (2009) "Application of Relative Location
Techniques to Induced Microseismicity from Hydraulic Fracturing," in
ATCE2009 (Proceedings, SPE Annual Technical Conference and Exhibition,
New Orleans, 2009). Paper No. 124620.
Turichshev, A. et al. (2009) "Ground Support Audit at Brunswick Mine —
Data Collection and Results Management," in RockEng 09 — Rock
Engineering in Difficult Conditions (3rd CANUS Rock Mechanics
Symposium/20th Canadian Rock Mechanics Symposium, Toronto, May 2009, M.
Diederichs and G. Grasselli, Eds. Paper No. 3991.

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