Most
Geophysicists are trained in exploration problems which are different from
engineering problem.
Exploration
geophysicists design and conduct cost effective geophysical surveys to acquire
desired resource in economic quantities.
The
engineering geophysicists are concerned with resolution, detail and
quantification of specific subsurface condition. It target areas are usually
difficult and success may not be possible.
The
major application areas for engineering
geophysics :
Site
Assessment - determine
bedrock depths
Correlation
- correlation of
geological units between boreholes.
Hazards - location of faults, geological contacts, shear zones, cavities
and man-made objects.
Engineering - Determination of dynamic elasticity, rippability
Properties
Resources - Location of burrow materials such as sand, gravel, clay and
hard rock
Groundwater - Determination of
ground water conditions, location of leakage zones.
Monitoring - Blasting efectiveness
assessment.
Role and function of engineering geophysicist.:
FUNCTION AND OPERATIONS FLOWCHART FOR ENGINEERING GEOPHYSICAL SURVEY
- Budget - interpreted
drilling log - Initial
physical model - Field
operations
- Problem - geological classifications - Selection of methods
- Site information -
Initial geological model
- Selection of field procedures
- Deadline &timing - Selection of contractor
- Monitoring - Supervision of contractor
Civil Engineer Geologist Geophysicist
Contractor
Completion/evaluation
- Critical
evaluation - Final geological
model - Data assessment -
Supply of field data
- Integration - Report -
Physical interpretation - Operation report
- Final Opinion - Correlation
- Geolog. & engineering
Interpretation
-
Ambiguities and limitation
- Report
Common problems in the operation of engineering geophysical surveys
Civil
engineer
·
Budget
for geophysics inadequate or inappropriate
·
Geophysical
survey poorly integrated with other investigstion
·
Scale
and implication of geophysical interpretation unclear
·
Geophysical
interpret. Disagree with other nformation
Engineering
geologist
·
Poor
core recovery in drilled holes
·
Geological
classification difficult or inappropriate
·
Unresolved ambiguities in geological model
Engineering
geophysicist
·
Subsurface
condition very different from those expected
·
Inadequate
and poor quality data
·
Interpretative
tools inadequate for highly variable subsurface condition
·
Unresolved
ambiguity
Geohysical
contractor
·
Site
conditions not as expected
·
Decreased coverage owing to equipment failure,
weather etc.
·
Other
site work interfering with operation
Engineering
geophysics has an important role to play in geotechnical investigations for
civil engineering and mine development projects, however geophysicists need to
realize that greater care is required in interpretation and reporting
geophysical results/
In particular geophysicists need to develop an
increased sensitivity to alternative interpretations, consistent with a
measured data set an their engineering implications.
Original Intercept time Intercept time
Raytrace Velocity function
Interpretation Re-interpretation re-interpretation interpretation interpretation
With blind zone
340 350
- 0m =======
------------------ ____350________ __300__________ ___340______
550 800 800 730 800
________
1600
__________ _____________ _____________ ____________
-50
_________ 2200 ___1600______ V(s)= 1650(1+0.01z)
_____________ 2200 2450
----------------------
-100 3300 3000 3000 _____________
3250
_____________
-150
4800
_______________
4800
-200m
Engineering Geophysics : A Geologist’s view
Three remarks given by geologists:
1.Great! Provides quantitative data which our
geologists can’t do. We are saving a lot of drilling
2.Hopeless! Misled us badly on several jobs. We
don’t use it any more.
3.Useful, as an extra tool in site investigation,
but requires very careful interpretation, and calibration.
Case 2 is during time when Seismic refraction survey
was oversold by geophysical companies and engineers (Late fifties)
Today seismic survey mostly yield Case 3
Geophysicists usually involved in all the investigation
stages.
Common applications:
·
Location of features with anomalous physical properties
·
Delineation of boundaries between features with contrasting physical
properties
·
Assessment of physical properties of rock masses in situ
o Rippability
o Elastic properties
o Effects of grouting
Location of features with anomalous physical
properties:
·
Basic dyke/ plugs
·
Deeply weathered zone
·
Major fault zones
·
Buried channels cavities
·
Land slipped masses
Delineation of boundaries between features with
contrasting physical properties
·
Transported overburden
·
Residual overburden
·
Transported overburden over residual overburden
Assessment of physical properties of rock masses in
situ
·
Rippability
·
Strength and compressibility
·
Effectiveness of grouting
Challenges in future research:
·
Location of hazardous features in offshore situations by any
geophysical method, in particular, high reflection seismic
·
Location of thin continuous, weak seams in rock masses. Single seams of
this kind have often been the cause of major rockslides.
·
Location and delineation of residual fresh boulders within masses of
extremely weathered rock (residual soil)
·
Location and delineation of hidden cavities in rock or soil masses
·
Development of a method for the remote-reading of instruments (eg.
Piezometers, extensometers) installed at great depth in rock masses. This is
required for effective monitoring of rock mass behaviour during subsidence,
during and after mining activities.
·
Assessment of the depth of mechanically loosened rock over compact
rock, both in surface exposures, and around tunnels and other underground
excavations
·
Looking of points or areas of leakage from the floor of reservoirs.