Engineering Geophysics
Herausgeber: Bondo Medhus, Anna; Klinkby, Lone
Engineering Geophysics
Herausgeber: Bondo Medhus, Anna; Klinkby, Lone
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Connecting geotechnical engineering challenges to the geophysical methods which may be applied to solve them, this handbook aims at geotechnical engineers, geologists, geophysicists, but also business professionals. The book can also be used by educational institutions in courses both for geotechnical engineers and geologists.
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Connecting geotechnical engineering challenges to the geophysical methods which may be applied to solve them, this handbook aims at geotechnical engineers, geologists, geophysicists, but also business professionals. The book can also be used by educational institutions in courses both for geotechnical engineers and geologists.
Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: Taylor & Francis Ltd
- Seitenzahl: 326
- Erscheinungstermin: 30. November 2022
- Englisch
- Abmessung: 250mm x 175mm x 22mm
- Gewicht: 776g
- ISBN-13: 9781032026886
- ISBN-10: 103202688X
- Artikelnr.: 64640149
- Herstellerkennzeichnung
- Books on Demand GmbH
- In de Tarpen 42
- 22848 Norderstedt
- info@bod.de
- 040 53433511
- Verlag: Taylor & Francis Ltd
- Seitenzahl: 326
- Erscheinungstermin: 30. November 2022
- Englisch
- Abmessung: 250mm x 175mm x 22mm
- Gewicht: 776g
- ISBN-13: 9781032026886
- ISBN-10: 103202688X
- Artikelnr.: 64640149
- Herstellerkennzeichnung
- Books on Demand GmbH
- In de Tarpen 42
- 22848 Norderstedt
- info@bod.de
- 040 53433511
Anna Bondo Medhus holds a Ph.D. in seismology from the Department of GeoScience, Aarhus University, 2010. In her current position at Energinet, Anna works with pre-investigations related to energy transmission projects and renewable energy. Anna was a researcher and research program manager at VIA University College (2018-2022) in the Center of Applied Research and Development in Building, Energy and Environment (Horsens, Denmark). She managed research projects mainly related to pre-investigation for urban development projects and in collaboration with several partners like consultancy companies, and utilities. She developed and taught a course in geophysics for engineering students, which provided insight on the needs of engineers and how to teach students from other professions. From 2010 to 2018 Anna was employed in COWI as a specialist in applied geophysics working with site investigations for various construction and foundation projects in nationwide and international project groups. She was leading work on optimizing data access and data management throughout COWIs geoscience, groundwater, and geotechnical groups. Anna has always had a focus on the dissemination of knowledge with a keen eye for the interest, needs and starting point of the audience. Her art is to make difficult topics easily understandable without compromising on facts. Lone Klinkby holds a PhD in deep reflection seismics from the Department of Earth Sciences at the University of Aarhus, 1998. Currently Lone works in COWI as Project Director and Business Development Director within Energy and Geoscience. From 2008-2011 she worked within Research and Development at Vattenfall with a focus on deep CO¿storage demonstrations projects in Denmark and Germany. Further, she participated in international scientist projects and networks on CO¿storage guidance and monitoring. Former positions include research on reservoir geophysical data at the Geological Survey of Denmark and Greenland (1998-2005). COWI is an international consulting group within the engineering disciplines of energy, buildings, infrastructure, and environment. Lone is part of a group of geophysicists and geologists working across departments in close connection with COWIs geotechnical groups. Since 2011 she has worked with applied geophysics for projects related to deep and shallow foundations both on- and offshore. She is an active participant in international project groups and her work includes leading combined projects on pre-investigations and for establishing decision foundations for the transition toward renewable energy. Lone work in the interface between professions and strive for increasing interpersonal understanding for the benefit of the projects.
1. Introduction. 2. Scope of Work. 3. Relationship between geotechnical and
geophysical methods. 4. Gravimetric Methods. 5. Magnetometer Methods. 6.
Direct current resistivity methods. 7. Electromagnetic methods. 8. Ground
Penetrating Radar. 9. Reflection Seismic Methods. 10. Seismic Refraction
Methods. 11. Surface Waves Methods. 12. Case: Mapping potential Unexploded
Ordnance (UXO). 13. Case: Geophysical investigation to delineate landfill.
14. Case: 3D GPR in the inner yard at Frederiksborg Castle. 15. Case:
Mapping of utilities when developing at an old coal storage facility. 16.
Case: Near-surface electromagnetic survey to support the design of urban
development plans. 17. Case: Archaeological Investigation to identify a
Romano-British farmstead using magnetic gradiometry. 18. Case: Integrated
Geophysical survey to locate buried structures. 19. Case: Total field
magnetometry to locate buried foundations. 20. Case: Utility mapping with
GPR at Copenhagen Harbour. 21. CASE: Thickness of peat and depth to bedrock
for road construction using Ground Penetrating Radar. 22. Case:
Multidisciplinary geophysical investigation for a new railway track in
Norway. 23. Case: Road maintenance and ground frost. 24. Case: Depth to
bedrock detection by integration of Airborne EM data with sparse
geotechnical drilling data for early phase road alignment. 25. Case:
Delineation of Aggregates Gravels, Sands and Silts using Electrical
Resistivity Tomography. 26. Case: Delineation of Material Type for Use in
Ready-mix Concrete. 27. Case: Mapping Railroad Ballast and Geology using
Ground Penetrating Radar (GPR). 28. Case: Assessing Loose Soils for Tower
Cable Anchors using Electrical Resistivity. 29. Case: Delineation of Soft
Soils and Bedrock Depth using integrated methods. 30. Case: High-definition
bedrock depth and conditions for urban construction project site evaluation
in Switzerland using seismic refraction with combined GRM and tomographic
approach. 31. Case: Paleo-channel investigation for seepage pathway
potentials. 32. Case: Near-surface electromagnetic survey to support the
design of climate adaptation in urban development plans. 33. Case:
Geophysical investigation of slope stability using Electrical Resistivity
Tomography, Seismic Refraction, and Surface Waves. 34. Case: Integrated
geophysical investigation to map a landslip. 35. Case: Mapping of quick
clay risk by Electrical Resistivity Tomography (ERT). 36. Case: Quick clay
volume delineation based on AEM resistivity, geotechnical soundings, and
lab samples. 37. Case: Depth to bedrock and weak zone detection for tunnel
design under water passages. 38. Case: 3D model of depth to bedrock for a
new train tunnel under the capital of Norway. 39. Case: Screening for
ground risk ahead of tunnel design and construction activities. 40. Case:
Geometrical complex ground model for large industrial construction sites:
Ultra-High-Resolution with shear waves - Qualification flow and
application. 41. Case: Identifying weakness zones and geological boundaries
across tunnel alignments using airborne electromagnetics. 42. Case:
Delineation of Soil Type, Dam Leakage, Underground Voids, and Water Flow in
Tunnels. 43. Case: Pre-investigations for horizontal directional drilling
in Copenhagen. 44. Case: Mapping depth to bedrock along a planned cable
route. 45. Case: Mapping bedrock profiles for cable landings using seismic
refraction and surface waves (MASW). 46. Case: Lake bottom investigations
with Ground Penetrating Radar (GPR). 47. Case: Pre-investigations for
pipeline crossing of a stream. 48. Case: Delineation of Palaeokarst
Features Under a Proposed Tailings Facility Using ERT, Seismic Refraction,
and Micro-Gravity. 49. Case: The Identification of Leaks in Tailings
Storage Facility Impoundment Dam Walls using ERT and IP. 50. Case:
Groundwater vulnerability assessment for new motorway using ERT.
geophysical methods. 4. Gravimetric Methods. 5. Magnetometer Methods. 6.
Direct current resistivity methods. 7. Electromagnetic methods. 8. Ground
Penetrating Radar. 9. Reflection Seismic Methods. 10. Seismic Refraction
Methods. 11. Surface Waves Methods. 12. Case: Mapping potential Unexploded
Ordnance (UXO). 13. Case: Geophysical investigation to delineate landfill.
14. Case: 3D GPR in the inner yard at Frederiksborg Castle. 15. Case:
Mapping of utilities when developing at an old coal storage facility. 16.
Case: Near-surface electromagnetic survey to support the design of urban
development plans. 17. Case: Archaeological Investigation to identify a
Romano-British farmstead using magnetic gradiometry. 18. Case: Integrated
Geophysical survey to locate buried structures. 19. Case: Total field
magnetometry to locate buried foundations. 20. Case: Utility mapping with
GPR at Copenhagen Harbour. 21. CASE: Thickness of peat and depth to bedrock
for road construction using Ground Penetrating Radar. 22. Case:
Multidisciplinary geophysical investigation for a new railway track in
Norway. 23. Case: Road maintenance and ground frost. 24. Case: Depth to
bedrock detection by integration of Airborne EM data with sparse
geotechnical drilling data for early phase road alignment. 25. Case:
Delineation of Aggregates Gravels, Sands and Silts using Electrical
Resistivity Tomography. 26. Case: Delineation of Material Type for Use in
Ready-mix Concrete. 27. Case: Mapping Railroad Ballast and Geology using
Ground Penetrating Radar (GPR). 28. Case: Assessing Loose Soils for Tower
Cable Anchors using Electrical Resistivity. 29. Case: Delineation of Soft
Soils and Bedrock Depth using integrated methods. 30. Case: High-definition
bedrock depth and conditions for urban construction project site evaluation
in Switzerland using seismic refraction with combined GRM and tomographic
approach. 31. Case: Paleo-channel investigation for seepage pathway
potentials. 32. Case: Near-surface electromagnetic survey to support the
design of climate adaptation in urban development plans. 33. Case:
Geophysical investigation of slope stability using Electrical Resistivity
Tomography, Seismic Refraction, and Surface Waves. 34. Case: Integrated
geophysical investigation to map a landslip. 35. Case: Mapping of quick
clay risk by Electrical Resistivity Tomography (ERT). 36. Case: Quick clay
volume delineation based on AEM resistivity, geotechnical soundings, and
lab samples. 37. Case: Depth to bedrock and weak zone detection for tunnel
design under water passages. 38. Case: 3D model of depth to bedrock for a
new train tunnel under the capital of Norway. 39. Case: Screening for
ground risk ahead of tunnel design and construction activities. 40. Case:
Geometrical complex ground model for large industrial construction sites:
Ultra-High-Resolution with shear waves - Qualification flow and
application. 41. Case: Identifying weakness zones and geological boundaries
across tunnel alignments using airborne electromagnetics. 42. Case:
Delineation of Soil Type, Dam Leakage, Underground Voids, and Water Flow in
Tunnels. 43. Case: Pre-investigations for horizontal directional drilling
in Copenhagen. 44. Case: Mapping depth to bedrock along a planned cable
route. 45. Case: Mapping bedrock profiles for cable landings using seismic
refraction and surface waves (MASW). 46. Case: Lake bottom investigations
with Ground Penetrating Radar (GPR). 47. Case: Pre-investigations for
pipeline crossing of a stream. 48. Case: Delineation of Palaeokarst
Features Under a Proposed Tailings Facility Using ERT, Seismic Refraction,
and Micro-Gravity. 49. Case: The Identification of Leaks in Tailings
Storage Facility Impoundment Dam Walls using ERT and IP. 50. Case:
Groundwater vulnerability assessment for new motorway using ERT.
1. Introduction. 2. Scope of Work. 3. Relationship between geotechnical and
geophysical methods. 4. Gravimetric Methods. 5. Magnetometer Methods. 6.
Direct current resistivity methods. 7. Electromagnetic methods. 8. Ground
Penetrating Radar. 9. Reflection Seismic Methods. 10. Seismic Refraction
Methods. 11. Surface Waves Methods. 12. Case: Mapping potential Unexploded
Ordnance (UXO). 13. Case: Geophysical investigation to delineate landfill.
14. Case: 3D GPR in the inner yard at Frederiksborg Castle. 15. Case:
Mapping of utilities when developing at an old coal storage facility. 16.
Case: Near-surface electromagnetic survey to support the design of urban
development plans. 17. Case: Archaeological Investigation to identify a
Romano-British farmstead using magnetic gradiometry. 18. Case: Integrated
Geophysical survey to locate buried structures. 19. Case: Total field
magnetometry to locate buried foundations. 20. Case: Utility mapping with
GPR at Copenhagen Harbour. 21. CASE: Thickness of peat and depth to bedrock
for road construction using Ground Penetrating Radar. 22. Case:
Multidisciplinary geophysical investigation for a new railway track in
Norway. 23. Case: Road maintenance and ground frost. 24. Case: Depth to
bedrock detection by integration of Airborne EM data with sparse
geotechnical drilling data for early phase road alignment. 25. Case:
Delineation of Aggregates Gravels, Sands and Silts using Electrical
Resistivity Tomography. 26. Case: Delineation of Material Type for Use in
Ready-mix Concrete. 27. Case: Mapping Railroad Ballast and Geology using
Ground Penetrating Radar (GPR). 28. Case: Assessing Loose Soils for Tower
Cable Anchors using Electrical Resistivity. 29. Case: Delineation of Soft
Soils and Bedrock Depth using integrated methods. 30. Case: High-definition
bedrock depth and conditions for urban construction project site evaluation
in Switzerland using seismic refraction with combined GRM and tomographic
approach. 31. Case: Paleo-channel investigation for seepage pathway
potentials. 32. Case: Near-surface electromagnetic survey to support the
design of climate adaptation in urban development plans. 33. Case:
Geophysical investigation of slope stability using Electrical Resistivity
Tomography, Seismic Refraction, and Surface Waves. 34. Case: Integrated
geophysical investigation to map a landslip. 35. Case: Mapping of quick
clay risk by Electrical Resistivity Tomography (ERT). 36. Case: Quick clay
volume delineation based on AEM resistivity, geotechnical soundings, and
lab samples. 37. Case: Depth to bedrock and weak zone detection for tunnel
design under water passages. 38. Case: 3D model of depth to bedrock for a
new train tunnel under the capital of Norway. 39. Case: Screening for
ground risk ahead of tunnel design and construction activities. 40. Case:
Geometrical complex ground model for large industrial construction sites:
Ultra-High-Resolution with shear waves - Qualification flow and
application. 41. Case: Identifying weakness zones and geological boundaries
across tunnel alignments using airborne electromagnetics. 42. Case:
Delineation of Soil Type, Dam Leakage, Underground Voids, and Water Flow in
Tunnels. 43. Case: Pre-investigations for horizontal directional drilling
in Copenhagen. 44. Case: Mapping depth to bedrock along a planned cable
route. 45. Case: Mapping bedrock profiles for cable landings using seismic
refraction and surface waves (MASW). 46. Case: Lake bottom investigations
with Ground Penetrating Radar (GPR). 47. Case: Pre-investigations for
pipeline crossing of a stream. 48. Case: Delineation of Palaeokarst
Features Under a Proposed Tailings Facility Using ERT, Seismic Refraction,
and Micro-Gravity. 49. Case: The Identification of Leaks in Tailings
Storage Facility Impoundment Dam Walls using ERT and IP. 50. Case:
Groundwater vulnerability assessment for new motorway using ERT.
geophysical methods. 4. Gravimetric Methods. 5. Magnetometer Methods. 6.
Direct current resistivity methods. 7. Electromagnetic methods. 8. Ground
Penetrating Radar. 9. Reflection Seismic Methods. 10. Seismic Refraction
Methods. 11. Surface Waves Methods. 12. Case: Mapping potential Unexploded
Ordnance (UXO). 13. Case: Geophysical investigation to delineate landfill.
14. Case: 3D GPR in the inner yard at Frederiksborg Castle. 15. Case:
Mapping of utilities when developing at an old coal storage facility. 16.
Case: Near-surface electromagnetic survey to support the design of urban
development plans. 17. Case: Archaeological Investigation to identify a
Romano-British farmstead using magnetic gradiometry. 18. Case: Integrated
Geophysical survey to locate buried structures. 19. Case: Total field
magnetometry to locate buried foundations. 20. Case: Utility mapping with
GPR at Copenhagen Harbour. 21. CASE: Thickness of peat and depth to bedrock
for road construction using Ground Penetrating Radar. 22. Case:
Multidisciplinary geophysical investigation for a new railway track in
Norway. 23. Case: Road maintenance and ground frost. 24. Case: Depth to
bedrock detection by integration of Airborne EM data with sparse
geotechnical drilling data for early phase road alignment. 25. Case:
Delineation of Aggregates Gravels, Sands and Silts using Electrical
Resistivity Tomography. 26. Case: Delineation of Material Type for Use in
Ready-mix Concrete. 27. Case: Mapping Railroad Ballast and Geology using
Ground Penetrating Radar (GPR). 28. Case: Assessing Loose Soils for Tower
Cable Anchors using Electrical Resistivity. 29. Case: Delineation of Soft
Soils and Bedrock Depth using integrated methods. 30. Case: High-definition
bedrock depth and conditions for urban construction project site evaluation
in Switzerland using seismic refraction with combined GRM and tomographic
approach. 31. Case: Paleo-channel investigation for seepage pathway
potentials. 32. Case: Near-surface electromagnetic survey to support the
design of climate adaptation in urban development plans. 33. Case:
Geophysical investigation of slope stability using Electrical Resistivity
Tomography, Seismic Refraction, and Surface Waves. 34. Case: Integrated
geophysical investigation to map a landslip. 35. Case: Mapping of quick
clay risk by Electrical Resistivity Tomography (ERT). 36. Case: Quick clay
volume delineation based on AEM resistivity, geotechnical soundings, and
lab samples. 37. Case: Depth to bedrock and weak zone detection for tunnel
design under water passages. 38. Case: 3D model of depth to bedrock for a
new train tunnel under the capital of Norway. 39. Case: Screening for
ground risk ahead of tunnel design and construction activities. 40. Case:
Geometrical complex ground model for large industrial construction sites:
Ultra-High-Resolution with shear waves - Qualification flow and
application. 41. Case: Identifying weakness zones and geological boundaries
across tunnel alignments using airborne electromagnetics. 42. Case:
Delineation of Soil Type, Dam Leakage, Underground Voids, and Water Flow in
Tunnels. 43. Case: Pre-investigations for horizontal directional drilling
in Copenhagen. 44. Case: Mapping depth to bedrock along a planned cable
route. 45. Case: Mapping bedrock profiles for cable landings using seismic
refraction and surface waves (MASW). 46. Case: Lake bottom investigations
with Ground Penetrating Radar (GPR). 47. Case: Pre-investigations for
pipeline crossing of a stream. 48. Case: Delineation of Palaeokarst
Features Under a Proposed Tailings Facility Using ERT, Seismic Refraction,
and Micro-Gravity. 49. Case: The Identification of Leaks in Tailings
Storage Facility Impoundment Dam Walls using ERT and IP. 50. Case:
Groundwater vulnerability assessment for new motorway using ERT.