Engineering geophysics

 

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.

 

 

Comparison of different interpreted models of seismic refraction interpretation                                                

 

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.