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Consulting
| FracMan Group | Workshops
FracMan Applications: Civil Engineering
Discrete
fracture geometry and mechanical behavior plays a key role
in determining stability and deformation of critical engineering
decisions for civil structures such as underground caverns,
tunnels, rock slopes, and dam foundations. Rock blocks and
rock wedges formed formed by fracture intersections are
the key to classical rock mechanics stability approaches
such as key block analysis (Goodman and Shi, 1980) and wedge
analysis (Hoek and Bray, 1974). The deformation of foundations
on fractured and faulted rock frequently depends more on
the formation of the discrete features than on the elastic
modulus of the rock itself (Dershowitz and Einstein, 1979).
Traditional rock mechanics analysis frequently are based on assumptions on
infinite fracture size, and do not consider the fracture location pattern. FracMan
extends these analysis by directly considering fracture size and location as
modeled in FracMan/FracWorks. Thus, fractures can have any size and shape, and
can be located deterministically, stochastically, or conditioned to field measurements.
FracMan Rock Mechanics Software
The following analyses can be carried out on any discrete fracture model generated
using FracMan/FracWorks.
- RockBlock identifies completely defined rock
blocks formed by finite fractures on rock slopes and caverns. Slopes may be
simple, benched, or 3D, and caverns may be circular or horseshoe, or more
complex shapes. RockBlock uses the engine of Unwedge
to determine kinematic and limit equilibrium stability. RockBlock provides
3D visualization of blocks and wedges
- Block2D transforms a 2D section through a 3D
FracMan/FracWorks model into a format which can be used for distinct element
stability/deformation with UDEC or DDA.
- MASIC uses the 3D boundary element method to
calculate stress and deformation in a 3D rock mass containing up to 100,000
fractures. MASIC works directly with FracMan/FracWorks fracture patterns or
MAFIC finite element models..
- DefRock calculates and visualizes surface deformation
and subsidence due to surface stresses applied to rock foundations containing
FracMan/FracWorks fractures. Defrock directly calculates the shear and normal
deformations on fracture planes due to stress applied at the surface (under
development).
- EdMesh facilitates refinement of finite elements,
modifies solution specifications and boundary conditions, and adjusts material
properties, including specification of stochastic continuum properties on
fracture surfaces.
Follow these links to find out more about the rock mechanics software which
has been used with FracMan:
- UDEC/3DEC (2D distinct
element method) from Itasca Consulting Group
- Unwedge (key block
stability) from University of Toronto
- DDA (2D distinct
element method) from University by California/Berkeley
Typical Rock Mechanics Applications
| Project |
Application |
| Woodward Clyde Federal Services, Tunnel Stability,
1995 |
Transformation of 3D FracMan/FracWorks model to a
series of 2D models for DDA Tunnel stability and deformation
analysis. |
| Hong Kong Tue Mon Road Rock Slope Analysis, 1997-1998 |
Wedge stability analysis based on kinematically possible
rock wedges identified from detailed fracture maps of
1m to 30 m scale fractures on a 30 m by 200 m rock slope. |
| Project Djupfovar, SKB, Stockholm, 1995 |
Identification of fracture intersections with 3m by
10 m vertical boreholes for stability analysis |
| USBR Yucca Mountain ESF Tunnel Keyblock Analysis,
1996 |
Identification of potential keyblock stability problems
from tunnel fracture trace maps |
| Earthquake Deformation Analysis, SKB, Stockhom, 1996-1998 |
Calculation of the propagation of deformation from
an active earthquake on a single fault to individual
fractures throughout a 100 km scale region |
| OECD/NEA Stripa Project, 1991 |
Linked stress-strain flow analysis in support of tunnel
inflow calculations |
| NIREX (UK) Shaft Grout Simulation, 1996 |
Analysis of grout injection for shaft construction |
| US Army Topographic Engineering Section, 1994-1998 |
Technical support for FracMan modeling and data analysis
related to military facilities |
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