1. Module - # 5 Engineering Geological Mapping
Thomas Oommen, Associate Professor
Michigan Technological University, Michigan

2. Content
Introduction
Principles of Engineering Geological Mapping (EGM)
How to make engineering geological maps
Rock and soil description and classification for EGM
Terrain evaluation: cost-effective mapping
Reference Textbook: Dearman, W. R. Engineering geological mapping. Butterworth- Heinemann, 1991.

3. Introduction
Engineer Geologic Mapping (EGM) is a guide to the principles, concepts, methods, and practices involved in geological mapping, as well as the applications of geology in engineering.

4. Introduction
An early engineering geological map published in 1950 for a large-scale industrial plant in USSR. (Popov et al. 1950)

5. Principles of EGM
What should be shown on an engineering geological map?
Depends on the purpose of the map.
Purpose of EGM
Planning for land-use in an urban environment
Assessing the distribution of construction materials
To perform environmental assessment
Plan an engineering construction
Selection of transport corridor alignment
The types of information that need to be shown and in how the information is presented, that an engineering geological map differs from a conventional geological map.

6. Geological mapping vs. EGM
Often the base layer is a topographic map
Distribution of bedrock and superficial deposits
Age of the rock
Lithology and structure
Any major tectonic features
EGM
Properties of soils and rocks
Nature and distribution of geodynamic processes
Hydrogeology
Scale of the map would largely dictate how much detail is included in the map

7. How to make engineering geological maps
Scale
Map scale will determine how much information is presented
Simple distinction between maps and plans
Engineering geological maps: Scale – 1:10000 and smaller
Engineering geological plans: Scale – 1:10000 and larger
Working drawings are refereed to as plans (scales of 1:10000 or 1:2500 or 1:1250)

8. Mapping units of EGM
Conventional geological mapping is based on lithostratigraphic units.
Physical or engineering geological properties of rock
Engineering type
Lithologic type
Engineering formation
Engineering Groups

9. Physical or engineering geological properties of rock
Engineering type

10. Physical or engineering geological properties of rock
Lithological types

11. Physical or engineering geological properties of rock
Engineering Formations

12. Physical or engineering geological properties of rock
Engineering Groups

13. Hydrological conditions
Provision of hydrological information on maps facilitates prediction of undesirable changes in the hydrological regime and recommendation of methods to avoid them
Distribution of surface and subsurface water
Infiltration conditions
Water content
Direction and velocity of groundwater flow
Springs and seepages from water-bearing horizons
Depth to water-table and its fluctuation range
Hydrochemical properties such as pH, salinity, corrosiveness
Presence of bacterial and other pollutants

14. Hydrological conditions

15. Geomorphological conditions
Evaluation of geomorphological conditions is more than a simple description of surface topography. It should provide explanation for:
Relation between surface conditions and geology
Origin, age, and development of individual geomorphological elements
Influence of geomorphological conditions on hydrology and geodynamic processes
Impending development of geomorphological features such as the erosion of river and lake banks, movement of dunes, collapse in karstic or undermined areas

16. Geomorphological conditions
Badlands incised into shale at the foot of the North Caineville Plateau, Utah

17. Geodynamic conditions
Seismic and volcanic activity and neo-tectonic movements resulting in uplift or depression of the surface. Mappable features include:
Intensity of seismic event: using isoseismal lines
Surface expression of present-day and historical events
Offset streams
Terraces and manmade structures
Sag ponds
Lines of springs
Linear trenches and fault scarps

18. Geodynamic conditions

19. Methods of conventional geological mapping
Geologic field work for conventional field mapping includes:
The study and interpretation of rocks and soils, topographic forms and significant geomorphological and other processes
The determination of the location of points or out- crops where observations are made
Plotting of these outcrops and other geologic data on a map

20. Types of data to be collected for EGM

21. Types of data to be collected for EGM
Example of an inked-in field slip

22. Methods of data collection
Geological survey in field
Aerial and satellite-based remote sensing
Terrain evaluation
Geomorphological mapping
Geophysical survey
Boring
Drilling
Sampling
Hydrogeological investigations

23. Rock and soil description for EGM
Full description of a soil or rock for engineering purposes involves giving an appropriate geological name together with as much detailed information as can be gained from sample/exposure examination.
A three-part approach to engineering geological description and classification are adopted:
A lithological classification
Description of rock and soil material and mass and the assignment of descriptive names for rock and soil types
Classification of rock and soil units delineated on engineering geological maps at various scales

24. Lithological classification of rocks

25. Classification of rock types: Igneous

26. Classification of rock types: Sedimentary

27. Classification of rock types: Metamorphic

28. Description of soils
In a soil description the main characteristics preferably should be given in the following order:

29. Soil classification for EGM

30. Format of EGMs
An engineering geological map may be supplemented by notes in the margins.

31. Content of EGMs Geologic Aspects
Mappable units: Division of rocks and soils into mappable units
Geological boundaries: An indication should be given of the accuracy of geologic boundaries between Mappable units
Description of rocks and soils: Should follow the standard formats
Description of exposures: Exposures of rock should give structural description with symbols
Description of weathering and alteration: Notes on the distribution, depth and nature of weathering and alteration must be given wherever possible
Description of joints and other structural planes: Jointing of rock, visible faults, bedding and cleavage
Subsurface conditions: Where enough information is available, isopachytes and contours of selected horizons may be given

32. Content of EGMs Hydrogeological Aspects
General hydrogeological conditions: Includes notes in the legend of the general hydrogeological condition of the area. This could include notes on groundwater basins, artesian overflow areas, qualitative permeability, boundaries between saline and portable water. Hydrogeological conditions should be quantified wherever possible and all relevant hydrogeological information should be given, including piezometric levels, coefficient of permeability based on in situ or laboratory determinations, storage coefficient and geochemical parameters (groundwater and formation water chemistry).
Hydrogeological properties of rocks and soils: Aquifers, aquitards, aquicludes and aquifuges should be distinguished by a simple convention.
Springs and seepages: Springs, both permanent and intermittent, should be marked by symbols; seepage lines should be indicated by notes or symbols. Periodic streams, or bournes, should be shown wherever possible.

33. Content of EGMs Geomorphological Aspects
General: Geomorphological features should be shown by notes on the map, for example steep scarp, gentle dip slope, or by the symbols given wherever practicable or where space permits.
Mass movements: Landslips, subsidences, solifluxion features, cambering phenomena and any other mass movement features should be shown using the symbols given.
Seismicity: Any recorded seismic activity should be noted.

34. Content of EGMs Boreholes Site investigation and tests
General: Boreholes and wells should be classified according to purpose, and details should be given of the rocks and soils penetrated.
Site investigation and tests
General: Construction and other sites should be marked for which a site investigation has been made. The locations of any isolated samples or geophysical information should be noted.
Mines and quarries
General: All mines and quarries, whether active or abandoned, should be noted together with dates of working.

35. Terrain evaluation: cost-effective mapping
EGMs at small scale are generally prepared by a combination of compilation and reduction from existing larger scale maps
Aerial photographs play a major role
In heavily forested areas aerial photo is of doubtful use and extensive field work may be required
Satellite imagery can supplement aerial photographs

36. Terrain evaluation: cost-effective mapping
Schedule: Prioritize work to be done
Extent of previous studies: Collect and study all available geologic literature for the study area
Photography: Aerial and terrestrial photography should be reviewed
Suggested equipment: Brunton compass, geologist hammer, maps, map board, aerial photographs, notebook, scale, tape measure, protractor, knife, hand lens, pens and pencils, GPS

37. Mapping Exercise Prepare an engineering geology map of a local site
What are the main steps of an engineering geology mapping exercise
The link below provide the engineering geology map of UK. Download the map and describe the relation between bedrock structural complexity and relative permeability.
ggpp/maps.html