EXPERT INVESTIGATION & SPECIALIST DESIGN

Geotechnical Engineering : FAQ

Definition of Geotechnical Engineering

  1. When is Geotechnical advice required?
  2. Are all Geotechnical Engineers the same?
  3. What are ‘Normal’ geotechnical engineers & what do they generally do?
  4. What are ‘Specialist’ geotechnical engineers & what do they do?
  5. Do I need a ‘Specialist’, or an ‘Normal’ geotechnical engineer?

Geotechnical Problems

  1. What kind of problems, related to geotechnical issues, can arise on a site?
  2. Do geotechnical failures actually occur?
  3. Can geotechnical failures be prevented?
  4. What should a geotechnical report include?

Geotechnical Investigations

  1. What are the typical types of geotechnical investigations & reports?
  2. What is a geotechnical Site Inspection?
  3. What is a Site Investigation?
  4. What is a Comprehensive Geotechnical Investigation?

Engaging a Geotechnical Engineer

  1. What information should I supply to a geotechnical engineer to get a fee proposal?
  2. What is the best way to reduce the cost of the development & geotechnical advice without reducing the quality of the advice I receive?
  3. Should I have a geotechnical report prepared before the architectural and structural engineering plans are finished?
  4. Will geotechnical advice be needed after the initial geotechnical report has been prepared?

When is Geotechnical advice required?

Geotechnical advice ought to be obtained whenever there are proposals to construct substantial structures and / or undertake earthworks.  Further, whenever building works are planned in areas identified as having some ‘geotechnical hazard’ [e.g. landslip, rockfall, shrink/swell soils, etc.], it is essential to obtain appropriate geotechnical advice before the detailed planning stage, and preferably at the ‘feasibility’ stage.

Local Councils also often request geotechnical reports to accompany Development Applications [sometimes called a ‘DA’] for new construction or major renovations.

Commonly, the types of development that require geotechnical advice include:

The scope and extent of geotechnical advice & reports also varies considerably, with the typical geotechnical study ranging from an initial inspection and on-site advice, to an extended investigation over many weeks and a voluminous report.

It is also important to recognise that the geotechnical report for a Local Council is a very specific thing and has to cover a number of ‘site specific’ and ‘development consent’ issues for a Council.  Some Councils [e.g. Pittwater north of Sydney] also require very onerous statements [and associated implied legal responsibilities] on the author of a report submitted to the Council.

Are all Geotechnical Engineers the same?

NO

As with any profession, there a number of areas of ‘specialisation’ within the geotechnical engineering field and some persons [e.g. engineering geologists] who sometimes call themselves ‘geotechnical engineers’, are in fact not engineers at all.

Broadly, geotechnical engineers fall into two categories:

Typically, normal geotechnical engineers undertake site drilling, testing and ‘site investigation’ reporting;  these geotechnical engineers also commonly own their own drilling equipment and have a laboratory for undertaking soil tests.  In many respects, this group of geotechnical engineers provide standard advice to their clients in relation to ground conditions.

Typically, specialist geotechnical engineers focus on the ‘engineering’ aspects of geotechnical & ground engineering and specialise in the planning, assessment and analysis of a site’s problems. This group of engineers usually have in-house design staff, prepare plans and specifications for ground engineering works and employ drillers / testing laboratories on a sub-contract basis.

In both of the categories described above, there are geotechnical engineers who have a particular knowledge of certain areas of ground engineering such as shrink / swell [or reactive] soils, land slope stability, reinforced soil structures, anchors & rock bolts, piling, etc.

What are ‘Normal’ geotechnical engineers & what do they generally do?

‘Normal’ geotechnical engineers, are usually those with limited specialist training & experience, and undertake work in accordance with ‘standard’ procedures established over many years. Engineers of this type usually have:

The services a ‘Normal’ geotechnical engineer are also usually limited to:

  1. The determination of a site’s classification for the application of standard AS 2870 designs for footings & concrete slabs.
  2. Supervision of drilling and logging of boreholes / test pits.
  3. Laboratory and geotechnical site testing.
  4. The provision of basic geotechnical parameters for detailed design purposes.
  5. The inspection and identification of foundation strata for footings.
  6. Inspections during construction works and related engineering advice.
  7. Provision of letters to endorse a design, or certify construction.

What are ‘Specialist’ geotechnical engineers & what do they do?

‘Specialist’ geotechnical engineers are those geotechnical engineers who have specialist training & have extensive experience in their particular field.

Specialist geotechnical engineers can carry out all of the ‘normal’ geotechnical engineering tasks, but also have:

  1. Experience in a number of areas of geotechnical engineering and particular experience in one or more specialist areas such as slope stability, shrink swell soils, pile installation and reinforced soil design.
  2. A well-developed and comprehensive understanding of land stability issues, hazards, risk assessments for property and life, ways to effectively manage the existing site risks, as well as any risks that may arise as a result of the proposed construction.
  3. A working understanding of geology and related engineering & building methods and an ability to effectively communicate geotechnical issues to these professionals / builders.
  4. An understanding of the various legal issues commonly involved in property development [e.g. trespass, contract & survey law, property boundaries, etc.] and the various building requirements of Councils.

Some specialist geotechnical engineers also work in the field of forensic engineering, and are often called on to serve on professional review bodies, standards committees, etc.

Do I need a ‘Specialist’, or an ‘Normal’ geotechnical engineer?

The answer to this question relates to the geotechnical engineering services / tasks that are required for a particular project.

Whilst in general terms it can be said that if the matter is ‘routine’, then an normal geotechnical engineer will suffice;  however, should the matter require investigation of the ‘cause’ of damage, design issues, the planning of remedial works, slope stability, etc., then it would normally be prudent to seek out the more specialist engineer.

Also, where litigation is contemplated [viz: a forensic engineer is needed] it is usually essential to engage a specialist engineer who has the additional understanding and knowledge of:

  1. Forensic methods of examining a failed or damaged structure to determine the likely causes of the failure / damage.
  2. Methods of rectifying the underlying geotechnical problems with a structure.

What kind of problems, related to geotechnical issues, can arise on a site?

The problems that can arise on a site as a result of geotechnical issues largely depends on the topography and underlying geology of the area.  As a general rule, there are more extensive geotechnical stability issues on sloping sites than on ‘flat’ sites.

On sloping sites, important geotechnical matters relate to issues such as:

  1. The depth and profile of the bedrock beneath the ground.
  2. The amount of groundwater seepage and the paths of the seepage.
  3. Possible instability of proposed excavations, fill and retaining walls, etc.
  4. Possible long term ‘soil creep’ movements of the surface soils affecting footing design.
  5. Rock falls and boulder rolls onto a site from slopes / cliffs above a site.
  6. The locations of the various structures to minimise the risk of damage.
  7. Drainage & effluent disposal.
  8. Vehicular access & retaining walls.

On ‘flat’ sites, the problems that relate to geotechnical issues are more commonly:

  1. Construction stability issues, including excavations, shoring & retaining walls.
  2. Movement of a ‘reactive clay’ [or shrink / swell] foundation under a building, with consequent damage the building elements.
  3. Failure of footing or slab systems as a result of poor design / construction or inadequate earthworks [e.g. uncompacted fill].
  4. Ponding of water on the site due to unsuitable slope of land for drainage.
  5. Land subsidence due to poorly compacted fill or soft ground.

Do geotechnical failures actually occur?

Yes

Geotechnical failures are in fact a very common type of failure, with major risks [to both property and life] arising from the inadequate management of the geotechnical issues on a site.

On this website, you can access the details & photographs of some of the failures in which the firm has been involved. [link]

The firm is has also provided advice on a number of major geotechnical failures in the last 2 to 3 years, as well as being aware of a number of failure / problems on which the firm has not advised.  Some of these are as follows:

  1. A landslip affecting the majority of a backyard on a private residence at Collaroy in 2005, as a result of inadequate boundary support during a deep commercial basement excavation.
  2. Collapse of an anchored contiguous pier wall at Beecroft in 2004 as a result of poor design, poor construction & inadequate consideration of the structure of the site soil / weathered rock strata.
  3. A rock fall / boulder roll at Woy Woy in 2003 in which a boulder of about 1 to 2 m3 in size fell / rolled off a cliff above a residential lot, bounced down the slope and landed on an access drive.  Back analysis of the boulder’s roll path by SCE indicated that the boulder bounced up to 2 m above the ground and partly disintegrated as it bounced down the slope.
  4. A rock fall / boulder roll at Point Clare in 2003;  the boulder was > 10 m3 in size and bounced down the hillside for some 200 m.  Back analysis of the boulder’s roll path suggested the boulder actually bounced up to 6 m above the ground.
  5. A rock fall from the headland cliff at the northern end of Whale Beach in 2004.
  6. A boulder roll at Whale Beach which killed a tourist who stood on top of the boulder to observe the view. [link]
  7. Collapse of the side & front façades of a commercial retail shop onto Military Road, Cremorne in 2003.  The collapse was related to a basement excavation on the adjoining site.
  8. An excavation collapse during the construction of a road tunnel at Lane Cove in 2005, which caused one corner of the apartment building above the tunnel to collapse into the excavation.
  9. The Thredbo landslide in 1997. [link]
  10. A major landslip and debris slide encompassing the rear yards of two residential properties at Lilli Pilli in 1998;  the cause was determined as a lack of maintenance of the site drainage systems in conjunction with poorly compacted fill on the steep slope.

It is also noted that the firm is aware of many other ‘much less major’ geotechnical failures in the last 5 years that have caused extensive structure damage; the majority of these failures could have been avoided if proper planning & advice was obtained from the start of a project.

Can geotechnical failures be prevented?

Usually yes, and particularly when the project designers / builder / client are willing to listen to, and faithfully implement appropriate geotechnical advice during the planning & construction stages of the work.

Conversely, when the relevant geotechnical engineering issues are not well understood by the design & construction team, failures often occur.

It is also essential during the construction phase of a project that persons experienced in geotechnical matters review the construction.  It is also the firm’s experience that if the construction work is not regularly inspected, then the likelihood of failure is greatly increased.

What should a geotechnical report include?

The scope and extent of all advice, including geotechnical advice, depends on what your needs are, and the nature of the problem you are seeking to resolve.  In the geotechnical field, this usually means how ‘geotechnically complex’ is the site.

As such, the content of a geotechnical report will generally only be as much as is necessary to satisfy a client’s instructions / request.

In addition, as different engineers will often perceive things differently, the extent / detail of advice provided on the requested issues may be very different, and largely depend on the level of experience of the individual / company preparing the report.

For example, a report requested to only address site stability issues may offer little, or no guidance on the essential design parameters for building works on the site.

What are the typical types of geotechnical investigations & reports?

In general terms there are three broad groups of geotechnical investigations & reports:

  1. Site Inspections, with or without detailed mapping.
  2. Site Investigations, usually with subsurface exploration by drilling or trenching.
  3. Comprehensive Investigations.

What is a geotechnical Site Inspection?

A geotechnical site inspections is usually a detailed ‘walk-over’ type of site inspection by an experienced geotechnical engineer.  The inspection is typically limited to about 1 or 2 hours site time, and is commonly required for specific reasons such as meetings / client consultations, checking of construction items, etc.

When a site meeting does not take place and the inspection lasts for more than about 2 hours, geotechnical mapping [usually to scale] and some limited subsurface exploration [by hand tools] is commonly carried out.

Note: Some consulting firms collect extensive documentation during a site inspection, whereas other firms may not.

The documentation of this type of inspection would normally be limited to site notes and photographs and a short report largely determined on the basis of the engineer’s experience and initial opinions.

Site Inspections can also include, if more site time is spent:

What is a Site Investigation?

A site investigation is usually a much more extended investigation of a site conditions and usually intended to obtain a significant amount of information and determine the relevant geotechnical matters.

Typically a site investigation follows a Site Inspection;  it is also usually unwise to undertake a site investigation without a preceding site inspection.

The timeframe for site investigations may be a full day, or even multiple days, during which extended investigations, measurements, testing or drilling of the site sub-strata is required.

A site investigation also usually requires sub-contractors such as drillers, surveyors, laboratory personnel, labourers, etc., with the engineer’s duties being supervising site staff and recording the various field test results.

Site investigations can also include:

What is a Comprehensive Geotechnical Investigation?

In short, a comprehensive investigation is a more extended version of a site investigation with the following work / investigations being added to the typical site investigation list:

  1. A more comprehensive drilling and laboratory testing program.
  2. Detailed analysis of all the test data.
  3. Calculations as to the effects of the various loads / test data on the site structures.
  4. Extensive reporting.

Normally, a comprehensive investigation report is required in a forensic study.

What information should I supply to a geotechnical engineer to get a fee proposal?

SCE suggest that a client should provide the engineer with as much information as possible at the enquiry stage.  For new building developments, the information that will assist SCE in preparing a fee proposal might include:

  1. A written description of the proposal / issues to be addressed by geotechnical advice.
  2. Site location information, including identification of the relevant Council area.
  3. An accurate property survey, including site structures, contours to about 1 m interval as well as the site boundaries registered on the relevant deposited plan.
  4. Architectural drawings, or basic concept sketches of the site proposal.
  5. Any engineering drawings / specifications or other reports already prepared for the proposal.
  6. Any previous geotechnical reports or other geotechnical advice on the site.
  7. Information on underground / subsurface conditions, including bedrock observations on nearby excavations / hillsides, etc.
  8. Photographs of the site to indicate the general site features.

An enquirer who has carefully researched the site information and understands the scope of the report they require, will also be in a better position to make a meaningful assessment of the quotes from different consultants.

What is the best way to reduce the cost of the development & geotechnical advice without reducing the quality of the advice I receive?

On the basis of the firm’s experience, the most effective ‘least cost’ way of proceeding with a development is to:

  1. Request the geotechnical engineer to undertake an initial site inspection and then meet with the engineer, either in the office or on site, to discuss the development.
  2. Request the engineer to provide some initial written advice on the geotechnical issues & design options for the proposed development.
  3. Develop preliminary plans and details of the proposed development in discussion with the geotechnical engineer.
  4. Request the geotechnical engineer to undertake an appropriate detailed study and provide detailed advice on the project.
  5. Finalise the development design with regular discussions between the geotechnical engineer and other project designers.
  6. Request the geotechnical engineer to review the completed design drawings & specifications and issue a report for the Council development application.

The firm also considers that whilst the above method will probably result in larger ‘geotechnical costs’, the resultant design and construction will most probably be more economic and relevant to the site conditions, with the later construction issues / cost over-runs being less.

Should I have a geotechnical report prepared before the architectural and structural engineering plans are finished?

Yes

This is because the firm’s experience is that:

  1. Structural consultants / architects, etc., often have limited, or no real experience in geotechnical engineering;  as such, they often make geotechnical assumptions that cannot be justified.
  2. When a development is designed beyond the preliminary stage without geotechnical advice, the design usually needs to be re-worked when the geotechnical advice is received.  This in effect doubles the design cost, usually leads to many arguments, and requires a client to pay for any design amendments.

Will geotechnical advice be needed after the initial geotechnical report has been prepared?

Yes

In most cases, there will be a need for ongoing geotechnical advice throughout the course of a project.  Further, the requirements of most Councils / Private Certifiers are such that a geotechnical consultant usually needs to verify and ‘sign off’ the geotechnical aspects of the construction.

Where the certification mentioned above is required,  the geotechnical engineer must be involved during the construction stage to verify and advise on the construction.

Note: Whilst SCE has a policy of not relying on the observations of others before assembling / issuing a certificate, some consultants are prepared to ‘certify’ construction on the basis of documents supplied by others.