Thirdly, direct influencing factors of balancing
force; when initial stress and environments are
damaged, forces need to be balanced. Thus,
surrounding rock pressure come out and find new
balancing point in the stressing process. All the
deformation and damages are the visual influencing
factors of surrounding rock factors.
4 ANSYS THREE-DIMENSIONAL
SIMULATION ANALYSIS OF
SURROUNDING ROCK
PRESSURE
CHARACTERISTICS IN THE
TUNNEL EXCAVATION
Pre-calculation and analysis is found necessary in
solving problems of surrounding rock pressure
through the analysis of ANSYS and pressure
forming factors. Thus, how the torque will change in
the excavation to influence the stability of tunnel?
With the help of three-dimensional simulation
software, pre-analysis of surrounding rock pressure
is conducted in the tunnel excavation.
4.1 Effects and Results of ANSYS
ANSYS is multi-functioning software based on data
processing techniques. In the tunnel excavation, pre-
analysis can be done in ANSYS. Meanwhile, the
largest characteristic of ANSYS is that it allows
users to realize complex functions with easy
operations. Besides, ANSYS realizes early estimates
to ensure complete operation with targets. In all,
ANSYS is deeply applied in tunnel excavation and
awarded good results with years’ analysis.
Three-dimensional simulation technique of
ANSYS realizes pre judgment and simulation of
tunnel excavation. Thus, workers’ efficiencies and
safety are protected. Besides, in the post
maintaining, ANSYS can also be used in simulation
to give early warnings to tunnel. In all, ANSYS is
very efficient, especially in the excavation of
railway and tunnel.
4.2 Realization of Surrounding Rock
Pressure with Three-Dimensional
Simulation
Geological environment, characteristics and
excavation ways are input with ANSYS. After pre-
processing, the information is calculated and
simulated. Then, the information is output to the
analyzing and calculation module, which deals with
information with data modeling. Finally, information
is transferred to post-processing unit, which shows
information with images and curves. Thus, users and
researchers can conduct three-dimensional
simulation by changing data. By changing original
data, ANSYS shows the corresponding surrounding
rock pressure with post-processing module when
sizes of tunnel change in excavation. Besides, early
warning of dangers and crisis is available when
operation errors and mistakes occur. Furthermore,
the distortion and damages of tunnel with changing
rock pressure can be simulated with ANSYS. Above
all, stress analysis of tunnel excavation can be
clearly shown in expected results with three-
dimensional simulation of ANSYS.
5 CONCLUSIONS
The theory and simulation characteristics of ANSYS
were analyzed in the work. Besides, surrounding
rock pressure characteristics in the tunnel excavation
were also discussed. The pre-simulation based on
ANSYS was meant to explain the outcome of tunnel
excavation. Thus, three-dimensional simulation
analysis dealt with surrounding rock pressure with
targets. Meanwhile, detailed, professional and
reliable plans ensured quality and safety of
engineering after solving hidden crisis. The
application of ANSYS was based on its strong
functions and easy operations. Furthermore, ANSYS
got better results of force analysis in the three-
dimensional simulation analysis.
REFERENCES
Chen Bo, LvXilin, Li Peizhen, Chen Yueqing, 2002(01):
126-131. ANSYS simulation structure—modeling
method of vibrating table research with foundation
power interaction, Earthquake Engineering and
Engineering Vibration.
Yang Feng, Yang Junsheng, 2008(07):179-184. Limit
analyzing method of surrounding rock pressure in
shallow buried tunnel, Engineering Mechanics.
Zhang Yaoting, QiuJisheng, 2003(04):20-23. Application
of ANSYS in the non-linear analysis of pretressing
force reinforced concrete structure, Journal of
Huazhong University of Science and Technology: City
Science Edition.
Three-Dimensional Simulation Analysis of Surrounding Rock Pressure Characteristics in the Tunnel Excavation with
ANSYS
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