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SOURCES OF
  GEOTECHNICAL RISK
 A talk by Dr Fred Baynes, President of IAEG

Point 1: Cost or time over-runs occur on ~20 to 50% of
projects.

Point 2: Project staff are probably a greater source of
risk than the ground conditions
                 www.baynesgeologic.com.au
A “dry dock” under construction




        www.baynesgeologic.com.au
A foundation
                             “problem”




www.baynesgeologic.com.au
Landslides affecting housing
                and infrastructure



www.baynesgeologic.com.au
Teton Dam - 5 June 1976 - about 4 hours after leak
appeared - 11 people were killed




                www.baynesgeologic.com.au
West Driefontein Mine – December 1962 – a 3 story
 crusher disappeared – 29 lives lost




                   www.baynesgeologic.com.au
ABERFAN


                            • Debris flow of colliery
                              spoil
                            • 3rd slide on 21
                              October 1966
                            • 140,000 yd3 hit a
                              primary school
                            • 144 killed including
                              116 kids under 10




www.baynesgeologic.com.au
OUR PERFORMANCE?
• Geo-engineering risks:
 –Cost or time over-run ~20 to 50% of
  projects
 –Physical failure ~ 1 to 2% for civil, ~
  up to 20% for mining projects



             www.baynesgeologic.com.au
Geotechnical Risk

“the risk to building and
construction work created
by the site ground
conditions (Clayton 2001)”

  Risk = Hazard x Consequence

          www.baynesgeologic.com.au
Is the risk created by
                                the site ground
                             conditions or by the
                                work practices
                        permitted by people?




www.baynesgeologic.com.au
Different sources of risk within the organization

                    PROJECT MANAGEMENT




                     PROJECT RISKS



                               GEOTECHNICAL RISKS



                           TECHNICAL        CONTRACTUAL




       GEOLOGICAL          ANALYTICAL      PROPERTIES

               www.baynesgeologic.com.au
Type of Geotechnical Risk                              Hazard
                                  Poor management of
Project management
                                  entire geo-engineering process
                                  Poor management of site investigation and
Contractual
                                    contract documentation
                Analytical        Unreasonable analytical model chosen
                                  Unreasonable design
                Properties
                                  values chosen
Technical                         Unforeseeable geological details

                Geological        Inherently hazardous ground conditions
                                  Unforeseen ground
                                  conditions
                             www.baynesgeologic.com.au
Unforeseen vs unforeseeable – karst cavities




             www.baynesgeologic.com.au
“Unforeseen”
            vs
“contractually unforeseen”




                                         Remember that Saint Thomas
                                         More described lawyers as “a
                                            sort of people whose
                                          profession it is to disguise
                                                   matters”


                    www.baynesgeologic.com.au
Green - people are the source Pink – the ground is the source
                www.baynesgeologic.com.au
Geotechnical Risk

“the risk to building and construction work
created by the site ground conditions
(Clayton 2001)”

but probably more often created by the
project staff not understanding the ground
conditions!



              www.baynesgeologic.com.au
People are the main source of geotechnical
   risk – what kind are on your project?




              www.baynesgeologic.com.au
Geotechnical risk management techniques




             www.baynesgeologic.com.au
CONCLUSIONS
• Cost or time over-run ~20 to 50%
• Physical failure      ~ 1 to 2% for civil, ~ up to
  20% for mining projects
• Risks can be systematically considered
• Project staff are probably a greater source of risk
  than ground conditions
• Established techniques exist and a team of
  engineering geologists & geotechnical engineers
  can contribute
• Challenge is to manage all the sources of risk
• Training and education is a key requirement
                  www.baynesgeologic.com.au

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Sources of Geotechnical Risk

  • 1. SOURCES OF GEOTECHNICAL RISK A talk by Dr Fred Baynes, President of IAEG Point 1: Cost or time over-runs occur on ~20 to 50% of projects. Point 2: Project staff are probably a greater source of risk than the ground conditions www.baynesgeologic.com.au
  • 2. A “dry dock” under construction www.baynesgeologic.com.au
  • 3. A foundation “problem” www.baynesgeologic.com.au
  • 4. Landslides affecting housing and infrastructure www.baynesgeologic.com.au
  • 5. Teton Dam - 5 June 1976 - about 4 hours after leak appeared - 11 people were killed www.baynesgeologic.com.au
  • 6. West Driefontein Mine – December 1962 – a 3 story crusher disappeared – 29 lives lost www.baynesgeologic.com.au
  • 7. ABERFAN • Debris flow of colliery spoil • 3rd slide on 21 October 1966 • 140,000 yd3 hit a primary school • 144 killed including 116 kids under 10 www.baynesgeologic.com.au
  • 8. OUR PERFORMANCE? • Geo-engineering risks: –Cost or time over-run ~20 to 50% of projects –Physical failure ~ 1 to 2% for civil, ~ up to 20% for mining projects www.baynesgeologic.com.au
  • 9. Geotechnical Risk “the risk to building and construction work created by the site ground conditions (Clayton 2001)” Risk = Hazard x Consequence www.baynesgeologic.com.au
  • 10. Is the risk created by the site ground conditions or by the work practices permitted by people? www.baynesgeologic.com.au
  • 11. Different sources of risk within the organization PROJECT MANAGEMENT PROJECT RISKS GEOTECHNICAL RISKS TECHNICAL CONTRACTUAL GEOLOGICAL ANALYTICAL PROPERTIES www.baynesgeologic.com.au
  • 12. Type of Geotechnical Risk Hazard Poor management of Project management entire geo-engineering process Poor management of site investigation and Contractual contract documentation Analytical Unreasonable analytical model chosen Unreasonable design Properties values chosen Technical Unforeseeable geological details Geological Inherently hazardous ground conditions Unforeseen ground conditions www.baynesgeologic.com.au
  • 13. Unforeseen vs unforeseeable – karst cavities www.baynesgeologic.com.au
  • 14. “Unforeseen” vs “contractually unforeseen” Remember that Saint Thomas More described lawyers as “a sort of people whose profession it is to disguise matters” www.baynesgeologic.com.au
  • 15. Green - people are the source Pink – the ground is the source www.baynesgeologic.com.au
  • 16. Geotechnical Risk “the risk to building and construction work created by the site ground conditions (Clayton 2001)” but probably more often created by the project staff not understanding the ground conditions! www.baynesgeologic.com.au
  • 17. People are the main source of geotechnical risk – what kind are on your project? www.baynesgeologic.com.au
  • 18. Geotechnical risk management techniques www.baynesgeologic.com.au
  • 19. CONCLUSIONS • Cost or time over-run ~20 to 50% • Physical failure ~ 1 to 2% for civil, ~ up to 20% for mining projects • Risks can be systematically considered • Project staff are probably a greater source of risk than ground conditions • Established techniques exist and a team of engineering geologists & geotechnical engineers can contribute • Challenge is to manage all the sources of risk • Training and education is a key requirement www.baynesgeologic.com.au