Forensic Engineers

Forensic Engineers Structural Engineer Reports. Wall Cracks & Subsidence Specialists. Houses & Units. Proud Aussie Engineers. ENGINEER REPORTS. SUBSIDENCE & WALL CRACKS SPECIALISTS

๐—š๐—ข๐—Ÿ๐—— ๐—–๐—ข๐—”๐—ฆ๐—ง ๐—›๐—ข๐— ๐—˜ ๐—ข๐—ช๐—ก๐—˜๐—ฅ ๐—ช๐—”๐—ฆ ๐—ง๐—ข๐—Ÿ๐—— ๐—จ๐—ฅ๐—š๐—˜๐—ก๐—ง ๐—จ๐—ก๐——๐—˜๐—ฅ๐—ฃ๐—œ๐—ก๐—ก๐—œ๐—ก๐—š ๐—ช๐—”๐—ฆ ๐—ฅ๐—˜๐—ค๐—จ๐—œ๐—ฅ๐—˜๐—— ๐—–๐—ข๐—ฆ๐—ง๐—œ๐—ก๐—š ๐—ง๐—›๐—ข๐—จ๐—ฆ๐—”๐—ก๐——๐—ฆ ๐—ข๐—™ ๐——๐—ข๐—Ÿ๐—Ÿ๐—”๐—ฅ๐—ฆ. ๐—ง๐—›๐—”๐—ก๐—ž ๐—š๐—ข๐—ข๐——๐—ก๐—˜๐—ฆ๐—ฆ ๐—›๐—˜ ๐—–๐—ข๐—ก๐—ง๐—”๐—–๐—ง๐—˜...
05/07/2026

๐—š๐—ข๐—Ÿ๐—— ๐—–๐—ข๐—”๐—ฆ๐—ง ๐—›๐—ข๐— ๐—˜ ๐—ข๐—ช๐—ก๐—˜๐—ฅ ๐—ช๐—”๐—ฆ ๐—ง๐—ข๐—Ÿ๐—— ๐—จ๐—ฅ๐—š๐—˜๐—ก๐—ง ๐—จ๐—ก๐——๐—˜๐—ฅ๐—ฃ๐—œ๐—ก๐—ก๐—œ๐—ก๐—š ๐—ช๐—”๐—ฆ ๐—ฅ๐—˜๐—ค๐—จ๐—œ๐—ฅ๐—˜๐—— ๐—–๐—ข๐—ฆ๐—ง๐—œ๐—ก๐—š ๐—ง๐—›๐—ข๐—จ๐—ฆ๐—”๐—ก๐——๐—ฆ ๐—ข๐—™ ๐——๐—ข๐—Ÿ๐—Ÿ๐—”๐—ฅ๐—ฆ. ๐—ง๐—›๐—”๐—ก๐—ž ๐—š๐—ข๐—ข๐——๐—ก๐—˜๐—ฆ๐—ฆ ๐—›๐—˜ ๐—–๐—ข๐—ก๐—ง๐—”๐—–๐—ง๐—˜๐—— ๐—™๐—ข๐—ฅ๐—˜๐—ก๐—ฆ๐—œ๐—– ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ๐—ฆ ๐—™๐—ข๐—ฅ ๐—”๐—ก ๐—œ๐—ก๐——๐—˜๐—ฃ๐—˜๐—ก๐——๐—˜๐—ก๐—ง ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง, ๐—•๐—˜๐—–๐—”๐—จ๐—ฆ๐—˜ ๐—ช๐—˜ ๐—™๐—ข๐—จ๐—ก๐—— ๐—œ๐—ง ๐—ฆ๐—œ๐— ๐—ฃ๐—Ÿ๐—ฌ ๐—ช๐—”๐—ฆ ๐—ก๐—ข๐—ง ๐—ง๐—ฅ๐—จ๐—˜. ๐—›๐—˜๐—ฅ๐—˜ ๐—”๐—ฅ๐—˜ ๐—ฆ๐—ข๐— ๐—˜ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง ๐—›๐—œ๐—š๐—›๐—Ÿ๐—œ๐—š๐—›๐—ง๐—ฆ.

๐—ฃ๐—ฅ๐—ข๐—ฃ๐—˜๐—ฅ๐—ง๐—ฌ ๐——๐—˜๐—ฆ๐—–๐—ฅ๐—œ๐—ฃ๐—ง๐—œ๐—ข๐—ก
The house comprises;
โ€ข Multi-level
โ€ข Masonry, stud & blueboard walls
โ€ข Slab on ground, suspended slab & timber floors
โ€ข Tile roof

๐—™๐—œ๐—ก๐——๐—œ๐—ก๐—š๐—ฆ
Exterior
โ€ข Garage left entry, erosion void under edge of firewall footing
โ€ข Similar slight erosion noted under edge of firewall of units 7&8
โ€ข Front storm water downpipe not vertical (as installed)
โ€ข Front wall some blueboard sheet joint edge gaps, some blueboard crack repairs
โ€ข Front driveway (old) cracks
โ€ข North wall some crack repairs
โ€ข West outdoor living roof beam joint seal split
Interior
โ€ข Garage slab cracks
โ€ข Garage & store wall cracks, ceiling (slab) fine cracks
โ€ข Family/dining (added) stud wall edge gaps
โ€ข Kitchen bulkhead some edge cracks
โ€ข Some door architrave /wall gaps
โ€ข 3rd level window reveal trim wear & some ceiling sheet edge gaps
โ€ข 2nd level laundry wall crack
โ€ข 2nd level hallway & bed 3 wall cracks

๐—™๐—Ÿ๐—ข๐—ข๐—ฅ ๐—Ÿ๐—˜๐—ฉ๐—˜๐—Ÿ๐—ฆ
*Relative zero was reset for each floor. Test locations are approximate and may be restricted by household items. Carpet wear affects readings, bathroom slabs fall to the floor waste and garage floor slabs are often finished with a fall to the door. Unit 9 (adjacent) recorded a level of -11 at the front left entry

We took levels on the floors (illustrated in mm in red highlights). There are some variations that would be โ€œas finishedโ€ levels and also floor level variations which are likely to be associated with some slight ground movements. It is our interpretation that any floor level variations caused by ground movements are minimal, and are well within the allowed tolerances of AS 2870 appendix C and table 4.1.

๐—–๐—ฅ๐—”๐—–๐—ž ๐—–๐—”๐—ง๐—˜๐—š๐—ข๐—ฅ๐—œ๐—˜๐—ฆ
Wall cracks are up to category 2 in accordance with AS2870-2011 Appendix C. Garage slab cracks are category 1 in accordance with AS2870-2011 Appendix C

๐—–๐—”๐—จ๐—ฆ๐—˜๐—ฆ
๐—™๐—ผ๐˜‚๐—ป๐—ฑ๐—ฎ๐˜๐—ถ๐—ผ๐—ป ๐˜€๐—ผ๐—ถ๐—น ๐—บ๐—ผ๐˜ƒ๐—ฒ๐—บ๐—ฒ๐—ป๐˜๐˜€
Our local experience indicates that the founding soils of the housing estate consist of clean landfill which was pre-consolidated prior to commencement of construction.

Although the quality density of the founding material would be certified by civil engineers as a suitable standard for high level footing construction, there can be some slight initial / normal footing settlements under applied loads which are within design tolerances.

Some landfill can also have the capacity to shrink and swell with variations in moisture content โ€“ again which is generally not significant and within design tolerances.

In this case it is likely that there has been some slight initial footing/slab settlements which caused some cracks & gaps. In addition, some current, slight footing & slab movements is likely to be a contributing factor.

๐—ฆ๐—ฒ๐˜๐˜๐—น๐—ฒ๐—บ๐—ฒ๐—ป๐˜๐˜€, ๐—ฑ๐—ฟ๐—ฎ๐—ถ๐—ป๐˜€ & ๐—ฒ๐—ฟ๐—ผ๐˜€๐—ถ๐—ผ๐—ป.
We could not identify any evidence or likelihood that the slight erosion under the garage firewall edge has caused any settlements or footing/slab instability.

๐—ข๐˜๐—ต๐—ฒ๐—ฟ ๐—ฐ๐—ฎ๐˜‚๐˜€๐—ฒ๐˜€ ๐—ผ๐—ณ ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€ & ๐—ด๐—ฎ๐—ฝ๐˜€
The building elements; blueboard, concrete, plasterboard & framing can undergo differential expansion and contraction with variations in temperature and humidity.

This can be exacerbated by the quality of finishing and fitments at the construction stage.

๐—š๐—ฎ๐—ฟ๐—ฎ๐—ด๐—ฒ ๐—ณ๐—น๐—ผ๐—ผ๐—ฟ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
The cracks in the garage floor are โ€œplastic shrinkage cracksโ€ which would have originated shortly after the slab was poured. The cracks occur due to concrete shrinkage as it cures and the cracks generally grow as the surface edges wear and they become more visible as they collect dirt. They are not a structural defect.

๐—ฅ๐—˜๐—–๐—ข๐— ๐— ๐—˜๐—ก๐——๐—”๐—ง๐—œ๐—ข๐—ก๐—ฆ
๐—•๐—ฟ๐—ถ๐—ฒ๐—ณ
๐—ง๐—ต๐—ฒ๐—ฟ๐—ฒ ๐—ถ๐˜€ ๐—ป๐—ผ ๐—ฒ๐˜ƒ๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ผ๐—ฟ ๐—น๐—ถ๐—ธ๐—ฒ๐—น๐—ถ๐—ต๐—ผ๐—ผ๐—ฑ ๐—ผ๐—ณ ๐—ฎ๐—ป๐˜† ๐˜€๐—ถ๐—ด๐—ป๐—ถ๐—ณ๐—ถ๐—ฐ๐—ฎ๐—ป๐˜ ๐—บ๐—ผ๐˜ƒ๐—ฒ๐—บ๐—ฒ๐—ป๐˜๐˜€ ๐—ผ๐—ณ ๐˜๐—ต๐—ฒ ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด๐˜€ ๐—ผ๐—ฟ ๐˜€๐—น๐—ฎ๐—ฏ๐˜€ and in particular there is no evidence that the unit 10/unit 9 garage common firewall and slab have sustained any settlements as a consequence of the erosion from the storm drain.

๐—”๐—ป๐—ฑ ๐˜๐—ต๐—ฒ๐—ฟ๐—ฒ ๐—ถ๐˜€ ๐—ฐ๐—ฒ๐—ฟ๐˜๐—ฎ๐—ถ๐—ป๐—น๐˜† ๐—ป๐—ผ ๐—ฟ๐—ฒ๐—พ๐˜‚๐—ถ๐—ฟ๐—ฒ๐—บ๐—ฒ๐—ป๐˜ ๐˜๐—ผ ๐˜€๐˜๐—ฎ๐—ฏ๐—ถ๐—น๐—ถ๐˜‡๐—ฒ / ๐˜€๐˜‚๐—ฝ๐—ฝ๐—ผ๐—ฟ๐˜ ๐˜๐—ต๐—ฒ ๐—ด๐—ฎ๐—ฟ๐—ฎ๐—ด๐—ฒ ๐—ณ๐—ถ๐—ฟ๐—ฒ๐˜„๐—ฎ๐—น๐—น ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด ๐—ฎ๐—ป๐—ฑ/๐—ผ๐—ฟ ๐˜€๐—น๐—ฎ๐—ฏ ๐˜„๐—ถ๐˜๐—ต ๐—ฎ๐—ป๐˜† ๐˜๐˜†๐—ฝ๐—ฒ ๐—ผ๐—ณ ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด.

๐—ฅ๐—ฒ๐—ฝ๐—ฎ๐—ถ๐—ฟ๐˜€
โ€ข The storm drains should have sealed connections and seepage should not be allowed under the footing ot slab edges. The void can be plugged with non-shrink cementitious grout.
โ€ข The exterior blueboard sheet edge gaps can be repaired by raking out and sealing with polyurethane compound such as Sikaflex 11FC.
โ€ข Any exterior door & window frame gaps can also be sealed with SIKAFLEX 11FC or similar.
โ€ข Interior ceiling & wall cracks can be filled and painted. Use of fibreglass joint tape is recommended.
โ€ข Garage floor cracks do not require repair
โ€ข Masonry and concrete cracks can be raked out and repaired with high bond strength non-shrink cementitious grout.

๐™‹๐™€๐˜ผ๐˜พ๐™€ ๐™Š๐™ ๐™ˆ๐™„๐™‰๐˜ฟ
If your house develops cracks and gaps, Do yourself a favour.
Before jumping into any kind of expensive underpinning, it is essential to get an independent engineer report to find out is it is actually necessary and if it is, then which type is the most appropriate.

๐™ƒ๐™Š๐™’ ๐™ˆ๐™๐˜พ๐™ƒ ๐˜ฟ๐™Š๐™€๐™Ž ๐˜ผ๐™‰ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™ ๐™๐™€๐™‹๐™Š๐™๐™ ๐˜พ๐™Š๐™Ž๐™?
An expert RPEQ Engineer subsidence Report from Forensic Engineers generally costs between $650 - $900 ex GST. (local service area only).

๐™๐™‰๐˜ฟ๐™€๐™๐™‹๐™„๐™‰๐™‰๐™€๐™ ๐˜ผ๐™๐™๐˜ผ๐™‰๐™‚๐™„๐™‰๐™‚ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™ ๐™๐™€๐™‹๐™Š๐™๐™๐™Ž ๐™๐™Š๐™ ๐™”๐™Š๐™
Some underpinners offer to arrange a report from their own engineer. Tฬฒhฬฒeฬฒ cฬฒฬฒoฬฒsฬฒtฬฒ iฬฒฬฒsฬฒ cฬฒฬฒoฬฒnฬฒsฬฒiฬฒdฬฒeฬฒrฬฒaฬฒbฬฒlฬฒyฬฒ mฬฒฬฒoฬฒrฬฒeฬฒ tฬฒฬฒhฬฒaฬฒnฬฒ fฬฒoฬฒrฬฒeฬฒnฬฒsฬฒiฬฒcฬฒ eฬฒnฬฒgฬฒiฬฒnฬฒeฬฒeฬฒrฬฒsฬฒ. Aฬฒnฬฒdฬฒ tฬฒฬฒhฬฒeฬฒrฬฒeฬฒ iฬฒฬฒsฬฒ aฬฒฬฒ hฬฒฬฒuฬฒgฬฒeฬฒ cฬฒฬฒoฬฒnฬฒfฬฒlฬฒiฬฒcฬฒtฬฒ oฬฒฬฒfฬฒ iฬฒฬฒnฬฒtฬฒeฬฒrฬฒeฬฒsฬฒtฬฒ.

Forensic Engineers reports are 100% independent. We are not working for, or paid by an underpinner and we are certainly not trying to sell you any type of underpinning.

๐™๐˜ผ๐™‡๐™† ๐™๐™Š ๐™๐™Ž
Before committing to any type of underpinning, for peace-of-mind, contact us at Forensic Engineers for a chat and an independent opinion. We also strongly advise sending your own independant Engineer Report to at least three underpinning companies for quotes before making a decision.

www.forensic-engineers.com.au
E: [email protected]
Ph: 0403 434 092

๐——๐—ข ๐—œ ๐—ก๐—˜๐—˜๐—— ๐—” ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง? ๐—”๐—•๐—ฆ๐—ข๐—Ÿ๐—จ๐—ง๐—˜๐—Ÿ๐—ฌ!I ๐—ฃ๐—ถ๐—บ๐—ฝ๐—ฎ๐—บ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฌ๐™๐™ฎ ๐™ž๐™จ ๐™ข๐™ฎ ๐™›๐™ก๐™ค๐™ค๐™ง ๐™—๐™ค๐™ช๐™ฃ๐™˜๐™ž๐™ฃ๐™œ?This house was about to be...
30/06/2026

๐——๐—ข ๐—œ ๐—ก๐—˜๐—˜๐—— ๐—” ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง? ๐—”๐—•๐—ฆ๐—ข๐—Ÿ๐—จ๐—ง๐—˜๐—Ÿ๐—ฌ!I
๐—ฃ๐—ถ๐—บ๐—ฝ๐—ฎ๐—บ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฌ๐™๐™ฎ ๐™ž๐™จ ๐™ข๐™ฎ ๐™›๐™ก๐™ค๐™ค๐™ง ๐™—๐™ค๐™ช๐™ฃ๐™˜๐™ž๐™ฃ๐™œ?
This house was about to be renovated, but the owner was concerned about โ€œbouncing floorsโ€ and called Forensic Engineers to investigate.
Our expert investigation found;
โ€ข The house stumps had subsided and were leaning severely
โ€ข There were other very serious problems with the house bearers and foundations and more..
โ€ข There was no doubt that the house and renovations would sustain damages unless the house was re-stumped first.
๐˜ž๐˜ฆ ๐˜ง๐˜ฆ๐˜ญ๐˜ต ๐˜ง๐˜ฐ๐˜ณ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ, ๐˜ฃ๐˜ถ๐˜ต ๐˜ฃ๐˜ฆ๐˜ต๐˜ต๐˜ฆ๐˜ณ ๐˜ต๐˜ฐ ๐˜ฌ๐˜ฏ๐˜ฐ๐˜ธ ๐˜ต๐˜ฉ๐˜ฆ๐˜ด๐˜ฆ ๐˜ต๐˜ฉ๐˜ช๐˜ฏ๐˜จ๐˜ด ๐˜ฃ๐˜ฆ๐˜ง๐˜ฐ๐˜ณ๐˜ฆ ๐˜ฅ๐˜ฐ๐˜ช๐˜ฏ๐˜จ ๐˜ฆ๐˜น๐˜ฑ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ท๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฏ๐˜ฐ๐˜ท๐˜ข๐˜ต๐˜ช๐˜ฐ๐˜ฏ๐˜ด ๐˜ข๐˜ฏ๐˜ฅ ๐˜ญ๐˜ข๐˜ต๐˜ฆ๐˜ณ ๐˜ง๐˜ช๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ถ๐˜ฏ๐˜ด๐˜ต๐˜ข๐˜ฃ๐˜ญ๐˜ฆ. ๐˜ž๐˜ฆ ๐˜ฑ๐˜ถ๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ ๐˜ช๐˜ฏ ๐˜ต๐˜ฐ๐˜ถ๐˜ค๐˜ฉ ๐˜ธ๐˜ช๐˜ต๐˜ฉ ๐˜ข๐˜ฏ ๐˜ฆ๐˜น๐˜ฑ๐˜ฆ๐˜ณ๐˜ต ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ ๐˜ฃ๐˜ถ๐˜ช๐˜ญ๐˜ฅ๐˜ฆ๐˜ณ ๐˜ต๐˜ฐ ๐˜ฎ๐˜ข๐˜ฌ๐˜ฆ ๐˜ข ๐˜ฑ๐˜ญ๐˜ข๐˜ฏ ๐˜ง๐˜ฐ๐˜ณ ๐˜ค๐˜ฐ๐˜ฎ๐˜ฑ๐˜ญ๐˜ฆ๐˜ต๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ง๐˜ฆ๐˜ด๐˜ด๐˜ช๐˜ฐ๐˜ฏ๐˜ข๐˜ญ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด.
๐——๐—ฒ๐—ฒ๐—ฏ๐—ถ๐—ป๐—ด ๐—›๐—ฒ๐—ถ๐—ด๐—ต๐˜๐˜€ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฉ๐™๐™š ๐™—๐™ง๐™ž๐™˜๐™  ๐™ข๐™ค๐™ง๐™ฉ๐™–๐™ง ๐™ž๐™จ ๐™›๐™–๐™ก๐™ก๐™ž๐™ฃ๐™œ ๐™ค๐™ช๐™ฉ!!
The buyer of this house was concerned about brick cracks.
Our expert investigation found:
โ€ข The house had some foundation movements
โ€ข The house footings had not moved significantly
โ€ข The wall cracks were only in masonry joints
โ€ข The masonry joint were filled with mortar instead of an elasticated compound
โ€ข Repairs were simple; replace the joint seals with an industry standard, elasticated compound
๐˜ž๐˜ฆ ๐˜ข๐˜ด๐˜ด๐˜ถ๐˜ณ๐˜ฆ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฃ๐˜ถ๐˜บ๐˜ฆ๐˜ณ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ด๐˜ต๐˜ข๐˜ฃ๐˜ญ๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฏ๐˜ฐ ๐˜ด๐˜ฆ๐˜ณ๐˜ช๐˜ฐ๐˜ถ๐˜ด ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด ๐˜ธ๐˜ฆ๐˜ณ๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฒ๐˜ถ๐˜ช๐˜ณ๐˜ฆ๐˜ฅ. ๐˜๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ต๐˜ฉ๐˜ณ๐˜ช๐˜ญ๐˜ญ๐˜ฆ๐˜ฅ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ข๐˜ญ๐˜ฆ ๐˜ธ๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฉ๐˜ณ๐˜ฐ๐˜ถ๐˜จ๐˜ฉ ๐˜ด๐˜ฎ๐˜ฐ๐˜ฐ๐˜ต๐˜ฉ๐˜ญ๐˜บ.
๐—–๐—ผ๐—ผ๐—บ๐—ฒ๐—ฟ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™’๐™๐™–๐™ฉ ๐™ž๐™จ ๐™ฉ๐™๐™ž๐™จ ๐™ช๐™ฃ๐™™๐™š๐™ง ๐™ฉ๐™๐™š ๐™จ๐™ก๐™–๐™—??
The buyer was very concerned about the slab edge beam not being on solid ground.
Our expert investigation found:
โ€ข The house had a waffle-pod slab
โ€ข There were some areas where the slab edge was not supported on solid ground
โ€ข The slab was also suspended on piers and also anchored into a retaining wall
โ€ข There had been no deflections of the house slab
๐˜ž๐˜ฆ ๐˜ข๐˜ด๐˜ด๐˜ถ๐˜ณ๐˜ฆ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฃ๐˜ถ๐˜บ๐˜ฆ๐˜ณ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ด๐˜ฐ๐˜ถ๐˜ฏ๐˜ฅ-๐˜ข๐˜ด-๐˜ข-๐˜ฑ๐˜ฐ๐˜ถ๐˜ฏ๐˜ฅ. ๐˜๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ณ๐˜ฆ๐˜ข๐˜ญ๐˜ญ๐˜บ ๐˜ฉ๐˜ข๐˜ฑ๐˜ฑ๐˜บ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ข๐˜ญ๐˜ฆ ๐˜ธ๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฉ๐˜ณ๐˜ฐ๐˜ถ๐˜จ๐˜ฉ ๐˜ด๐˜ฎ๐˜ฐ๐˜ฐ๐˜ต๐˜ฉ๐˜ญ๐˜บ.
๐—–๐—ผ๐—น๐—น๐—ถ๐—ป๐—ด๐˜„๐—ผ๐—ผ๐—ฑ ๐—ฃ๐—ฎ๐—ฟ๐—ธ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐˜ฝ๐™ค๐™ฎ-๐™ค๐™-๐™—๐™ค๐™ฎ โ€“ ๐˜พ๐™–๐™ก๐™ก ๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ!!!
This property was built in the 80โ€™s and was being put up for sale and the agent was concerned about house cracks. So she called Forensic Engineers.
And Wow! We found a lot of wall cracks, and more!
Our expert investigation found
โ€ข Massive wall & ceiling cracks, tears and gaps
โ€ข Massive variations in floor levels
โ€ข Serious slab bending
โ€ข Significant slope from the front-left to the rear-right corner.
โ€ข Highly plastic clay soils shrinking and swelling
โ€ข Inadequate footings and slab.
๐˜›๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ฉ๐˜ข๐˜ฅ ๐˜ฅ๐˜ฆ๐˜ค๐˜ข๐˜ฅ๐˜ฆ๐˜ด ๐˜ฐ๐˜ง ๐˜ด๐˜ฆ๐˜ณ๐˜ช๐˜ฐ๐˜ถ๐˜ด ๐˜ฎ๐˜ฐ๐˜ท๐˜ฆ๐˜ฎ๐˜ฆ๐˜ฏ๐˜ต๐˜ด ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฅ๐˜ข๐˜ฎ๐˜ข๐˜จ๐˜ฆ๐˜ด. ๐˜๐˜ต ๐˜ธ๐˜ฐ๐˜ถ๐˜ญ๐˜ฅ ๐˜ฃ๐˜ฆ ๐˜ข ๐˜ฎ๐˜ข๐˜ซ๐˜ฐ๐˜ณ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ซ๐˜ฆ๐˜ค๐˜ต ๐˜ฐ๐˜ง ๐˜ถ๐˜ฏ๐˜ฅ๐˜ฆ๐˜ณ๐˜ฑ๐˜ช๐˜ฏ๐˜ฏ๐˜ช๐˜ฏ๐˜จ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฃ๐˜ถ๐˜ช๐˜ญ๐˜ฅ๐˜ช๐˜ฏ๐˜จ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ธ๐˜ฐ๐˜ถ๐˜ญ๐˜ฅ ๐˜ฏ๐˜ฐ๐˜ต ๐˜ฃ๐˜ฆ ๐˜ข๐˜ฏ ๐˜ฆ๐˜ค๐˜ฐ๐˜ฏ๐˜ฐ๐˜ฎ๐˜ช๐˜ค๐˜ข๐˜ญ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ฑ๐˜ฐ๐˜ด๐˜ช๐˜ต๐˜ช๐˜ฐ๐˜ฏ.

๐—ฅ๐—ฃ๐—˜๐—ค ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€: Forensic Engineers are the specialists to turn to.

๐˜ผ๐™›๐™›๐™ค๐™ง๐™™๐™–๐™—๐™ก๐™š ๐™๐™–๐™ฉ๐™š๐™จ & ๐™‚๐™ง๐™š๐™–๐™ฉ ๐™Ž๐™š๐™ง๐™ซ๐™ž๐™˜๐™š: Engineer subsidence reports generally cost in the region of $650.00-$900.00 (Ex GST) for locally based cases & reports are available in a matter days.

www.forensic-engineers.com.au
E: [email protected]
Ph: 0403 434 092

๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ ๐—™๐—ข๐—ฅ ๐—ช๐—”๐—Ÿ๐—Ÿ ๐—–๐—ฅ๐—”๐—–๐—ž๐—ฆ & ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜: ๐™’๐™ƒ๐˜ผ๐™ ๐˜ฟ๐™Š ๐™„ ๐™‚๐™€๐™?This is a common question we get from clients looking to bo...
30/06/2026

๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ ๐—™๐—ข๐—ฅ ๐—ช๐—”๐—Ÿ๐—Ÿ ๐—–๐—ฅ๐—”๐—–๐—ž๐—ฆ & ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜: ๐™’๐™ƒ๐˜ผ๐™ ๐˜ฟ๐™Š ๐™„ ๐™‚๐™€๐™?
This is a common question we get from clients looking to book a structural engineer inspection. At Forensic Engineers, rest assured, we always do a thorough investigation for any signs of subsidence and building movements.
๐—” ๐—ง๐˜†๐—ฝ๐—ถ๐—ฐ๐—ฎ๐—น ๐—–๐—ฎ๐˜€๐—ฒ, ๐—›๐—ผ๐˜‚๐˜€๐—ฒ ๐—™๐—ผ๐—ฟ ๐—ฆ๐—ฎ๐—น๐—ฒ; ๐—ฆ๐—ฝ๐—ฟ๐—ถ๐—ป๐—ด๐—ณ๐—ถ๐—ฒ๐—น๐—ฑ ๐—Ÿ๐—ฎ๐—ธ๐—ฒ๐˜€
Just recently we inspected a house For Sale at Springfield Lakes for a buyer.
The building & Pest Report had identified a few small brick wall cracks & some slope in the floor that did not appear to be too serious, but just to be safe, he recommended that the buyer contacted Forensic Engineers to do an inspection and report.
๐™๐™๐™ž๐™จ ๐™ž๐™จ ๐™–๐™ฃ ๐™š๐™ญ๐™ฉ๐™ง๐™–๐™˜๐™ฉ ๐™›๐™ง๐™ค๐™ข ๐™ค๐™ช๐™ง ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™–๐™ก ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ ๐™ž๐™ฃ ๐™ฉ๐™๐™ž๐™จ ๐™˜๐™–๐™จ๐™š;
๐Ÿฏ.๐Ÿญ ๐—˜๐˜…๐˜๐—ฒ๐—ฟ๐—ถ๐—ผ๐—ฟ
โ€ข Left side wall โ€œbendingโ€
โ€ข Bed 1 front wall, partial rendering done
โ€ข Garage left entry gap
โ€ข Bath wall cracks & window reveal gap
โ€ข Bed 3 wall cracks & window reveal gap
โ€ข Kitchen wall crack
โ€ข Rear patio column lean
โ€ข Rear patio slab settlements of the rear-left corner & cracks
โ€ข Dining/living wall corner crack filled
โ€ข Living window reveal gap
โ€ข West wall window reveal gaps filled
โ€ข Living wall crack
โ€ข Bed 2 wall cracks under sill
โ€ข Bed 2/garage wall corner crack filled
โ€ข Garage rear wall crack over door
โ€ข Widespread variations in mortar shades
๐Ÿฏ.๐Ÿฎ ๐—œ๐—ป๐˜๐—ฒ๐—ฟ๐—ถ๐—ผ๐—ฟ
โ€ข Garage floor slab cracks & west edge slab dampness
โ€ข Hallway/toilet ceiling cornice cracks
โ€ข Hallway/bed 2 ceiling cornice crack
โ€ข Living window architrave tension gaps
๐Ÿฐ.๐Ÿฌ ๐—™๐—Ÿ๐—ข๐—ข๐—ฅ ๐—Ÿ๐—˜๐—ฉ๐—˜๐—Ÿ๐—ฆ
*Test locations are approximate. Carpet & underlay depths varied from room to room & carpet wear affected readings.
The findings show that there have been differential settlements of the house slab. Specifically, there is visible bending of the left wall, caused by settlements of the rear and front-left corner.
๐Ÿฑ.๐Ÿฌ ๐—–๐—”๐—จ๐—ฆ๐—˜๐—ฆ
๐Ÿฑ.๐Ÿญ ๐—ฆ๐—ถ๐˜๐—ฒ ๐˜„๐—ผ๐—ฟ๐—ธ๐˜€.
In this case, it is likely that original estate development civil works resulted in placement of loose landfill on sections of the block. It is apparent that consolidation of soft/loose soils under some areas of the slab have caused settlements, floor level variations and damages.
Ground movements, and particularly differential settlements have caused the slab level variations and the damages identified.
๐Ÿฒ.๐Ÿฌ ๐—ฅ๐—˜๐—–๐—ข๐— ๐— ๐—˜๐—ก๐——๐—”๐—ง๐—œ๐—ข๐—ก๐—ฆ
๐Ÿฒ.๐Ÿญ ๐—•๐—ฟ๐—ถ๐—ฒ๐—ณ
The floor level variations and house damages have been caused by ground movements - particularly differential settlements. There is no urgency to do so, but assurance of stability and some reasonable correction of floor level variations would require some underpinning.
๐Ÿฒ.๐Ÿฎ ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด
We have illustrated the approximate underpinning locations (see yellow highlights on sketch), subject to the design engineerโ€™s input.
We estimate that conventional underpinning utilizing reinforced concrete piers & headstocks would involve approximately 15 underpins.
A reasonable industry rate for underpinning would be approximately $2,500 - $3,500 per underpin location, but this may vary, subject to engineerโ€™s design.
Establishment & general repair & clean-up costs also apply
๐Ÿฒ.๐Ÿฏ ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด ๐—–๐—ผ๐—ป๐˜๐—ฟ๐—ฎ๐—ฐ๐˜๐—ผ๐—ฟ๐˜€
Underpinning Contractors should be well established Registered Repair Builders who do all of the repairs and do not use subcontractors for any repair work;
๐Ÿฒ.๐Ÿฐ ๐—ง๐˜†๐—ฝ๐—ฒ๐˜€ ๐—ผ๐—ณ ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด
As advised...
๐™๐™ž๐™ง๐™จ๐™ฉ ๐™„๐™ข๐™ฅ๐™ง๐™š๐™จ๐™จ๐™ž๐™ค๐™ฃ๐™จ ๐™ค๐™›๐™ฉ๐™š๐™ฃ ๐™ก๐™ž๐™š
The impression was that the house had undergone some subsidence and had some "normal" wall cracks, and it looked like it was not serious.
But our thorough investigation found that the house was not stable at all, and ongoing settlements were causing the house slab to bend in the long direction (front-to back). And it was getting worse.
๐—œ๐—บ๐—ฎ๐—ด๐—ถ๐—ป๐—ฒ ๐—ถ๐—ณ ๐˜†๐—ผ๐˜‚ ๐˜„๐—ฒ๐—ฟ๐—ฒ ๐—ฎ ๐—ต๐—ผ๐—บ๐—ฒ ๐—ฏ๐˜‚๐˜†๐—ฒ๐—ฟ ๐—ฎ๐—ป๐—ฑ ๐—ฎ๐—ณ๐˜๐—ฒ๐—ฟ ๐—บ๐—ผ๐˜ƒ๐—ถ๐—ป๐—ด ๐—ถ๐—ป, ๐˜†๐—ผ๐˜‚ ๐—ณ๐—ผ๐˜‚๐—ป๐—ฑ ๐˜๐—ต๐—ฎ๐˜ ๐˜๐—ต๐—ฒ ๐—ณ๐—น๐—ผ๐—ผ๐—ฟ ๐˜„๐—ฎ๐˜€ ๐˜€๐—ถ๐—ป๐—ธ๐—ถ๐—ป๐—ด ๐—ฎ๐—ป๐—ฑ ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€ ๐˜„๐—ฒ๐—ฟ๐—ฒ ๐—ด๐—ฒ๐˜๐˜๐—ถ๐—ป๐—ด ๐˜„๐—ผ๐—ฟ๐˜€๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐˜„๐—ผ๐—ฟ๐˜€๐—ฒ!!
๐™€๐™ญ๐™ฅ๐™š๐™ง๐™ž๐™š๐™ฃ๐™˜๐™š๐™™ & ๐™๐™๐™ค๐™ง๐™ค๐™ช๐™œ๐™
Our subsidence investigations call on decades of soil testing experience. And we meticulously examine the building for gaps and cracks.
๐™๐™ก๐™ค๐™ค๐™ง ๐™ก๐™š๐™ซ๐™š๐™ก ๐™Ž๐™ช๐™ง๐™ซ๐™š๐™ฎ โ€“ ๐™‘๐™š๐™ง๐™ฎ ๐™„๐™ข๐™ฅ๐™ค๐™ง๐™ฉ๐™–๐™ฃ๐™ฉ!
We always take a floor level survey which is Absolutely Essential for any subsidence and wall crack investigation.
Any respectable engineer subsidence report will include a floor level survey. Without it, it is impossible to identify and interpret footing and slab movements and particularly, the severity and influence of house damages.

๐™ƒ๐™Š๐™’ ๐™ˆ๐™๐˜พ๐™ƒ ๐˜ฟ๐™Š๐™€๐™Ž ๐˜ผ๐™‰ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™ ๐™๐™€๐™‹๐™Š๐™๐™ ๐˜พ๐™Š๐™Ž๐™?
An expert RPEQ Engineer subsidence Report from Forensic Engineers generally costs between $650 - $900 ex GST. (local service area only).

๐™๐™‰๐˜ฟ๐™€๐™๐™‹๐™„๐™‰๐™‰๐™€๐™ ๐˜ผ๐™๐™๐˜ผ๐™‰๐™‚๐™„๐™‰๐™‚ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™ ๐™๐™€๐™‹๐™Š๐™๐™๐™Ž ๐™๐™Š๐™ ๐™”๐™Š๐™?
Some underpinners offer to arrange a report from their own engineer. Tฬฒhฬฒeฬฒ cฬฒฬฒoฬฒsฬฒtฬฒ iฬฒฬฒsฬฒ cฬฒฬฒoฬฒnฬฒsฬฒiฬฒdฬฒeฬฒrฬฒaฬฒbฬฒlฬฒyฬฒ mฬฒฬฒoฬฒrฬฒeฬฒ tฬฒฬฒhฬฒaฬฒnฬฒ fฬฒoฬฒrฬฒeฬฒnฬฒsฬฒiฬฒcฬฒ eฬฒnฬฒgฬฒiฬฒnฬฒeฬฒeฬฒrฬฒsฬฒ. Aฬฒnฬฒdฬฒ tฬฒฬฒhฬฒeฬฒrฬฒeฬฒ iฬฒฬฒsฬฒ aฬฒฬฒ hฬฒฬฒuฬฒgฬฒeฬฒ cฬฒฬฒoฬฒnฬฒfฬฒlฬฒiฬฒcฬฒtฬฒ oฬฒฬฒfฬฒ iฬฒฬฒnฬฒtฬฒeฬฒrฬฒeฬฒsฬฒtฬฒ.

Forensic Engineers reports are 100% independent. We are not working for, or paid by an underpinner and we are certainly not trying to sell you any type of underpinning.

๐™๐˜ผ๐™‡๐™† ๐™๐™Š ๐™๐™Ž
Before committing to any type of underpinning, for peace-of-mind, contact us at Forensic Engineers for a chat and an independent opinion. We also strongly advise sending your own independant Engineer Report to at least three underpinning companies for quotes before making a decision.

๐™”๐™ค๐™ช ๐™˜๐™–๐™ฃ ๐™˜๐™ค๐™ช๐™ฃ๐™ฉ ๐™ค๐™ฃ ๐™ช๐™จ
Whether it is for simple wear and tear issues and peace-of-mind or serious damages.
Forensic Engineers are the wall crack & subsidence investigation specialists and are renowned for accurate and thorough RPEQ Structural Engineer Reports.

www.forensic-engineers.com.au
E: [email protected]
Ph: 0403 434 092

๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—œ๐—ก ๐—™๐—ข๐—ฅ๐—˜๐—ฆ๐—ง ๐—Ÿ๐—”๐—ž๐—˜. ๐—ฅ๐—ฃ๐—˜๐—ค ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง ๐—ฅ๐—˜๐—ค๐—จ๐—œ๐—ฅ๐—˜๐——A brilliant Pre-Purchase Building & Pest Inspection f...
07/03/2026

๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—œ๐—ก ๐—™๐—ข๐—ฅ๐—˜๐—ฆ๐—ง ๐—Ÿ๐—”๐—ž๐—˜. ๐—ฅ๐—ฃ๐—˜๐—ค ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง ๐—ฅ๐—˜๐—ค๐—จ๐—œ๐—ฅ๐—˜๐——

A brilliant Pre-Purchase Building & Pest Inspection found External Gaps & Possible Subsidence problems & recommended that the buyer should Call Forensic Engineers for an independent expert opinion!

๐™Š๐™ช๐™ง ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™–๐™ก ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™„๐™ฃ๐™จ๐™ฅ๐™š๐™˜๐™ฉ๐™ž๐™ค๐™ฃ ๐™›๐™ค๐™ง ๐™ฉ๐™๐™š ๐™—๐™ช๐™ฎ๐™š๐™ง ๐™ž๐™™๐™š๐™ฃ๐™ฉ๐™ž๐™›๐™ž๐™š๐™™;

โ€ข Gaps in window reveals & in door jambs
โ€ข A few cracks in brick mortar and a few interior cracks & gaps
โ€ข Some variations in the floor levels, that were not serious

๐™Š๐™ช๐™ง ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™–๐™ก ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ ๐™˜๐™ค๐™ฃ๐™˜๐™ก๐™ช๐™™๐™š๐™™;

โ€ข There had been some slight initial settlements
โ€ข They were not serious
โ€ข Subsidence had abated long ago
โ€ข The house was now perfectly stable.

๐™Š๐™ช๐™ง ๐™š๐™ญ๐™ฅ๐™š๐™ง๐™ฉ ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™–๐™ก ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ ๐™œ๐™–๐™ซ๐™š ๐™‹๐™š๐™–๐™˜๐™š-๐™ค๐™›-๐™ข๐™ž๐™ฃ๐™™ ๐™›๐™ค๐™ง ๐™– ๐™ซ๐™š๐™ง๐™ฎ ๐™๐™–๐™ฅ๐™ฅ๐™ฎ ๐™—๐™ช๐™ฎ๐™š๐™ง.

๐—œ๐—ป๐—ฑ๐—ฒ๐—ฝ๐—ฒ๐—ป๐—ฑ๐—ฒ๐—ป๐˜ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ฎ๐—ฟ๐—ฒ ๐—ฐ๐—ฟ๐—ถ๐˜๐—ถ๐—ฐ๐—ฎ๐—น ๐˜„๐—ต๐—ฒ๐—ฟ๐—ฒ ๐—ฎ๐—ป๐˜† ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ ๐˜€๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ถ๐˜€ ๐—ถ๐—ฑ๐—ฒ๐—ป๐˜๐—ถ๐—ณ๐—ถ๐—ฒ๐—ฑ. And Forensic Engineers are the specialists to turn to.

W: www.forensic-engineers.com.au
E: [email protected]
Ph: 0403 434 092

๐‘๐„๐๐Ž๐•๐€๐“๐ˆ๐๐† ๐€ ๐‡๐Ž๐”๐’๐„ ๐–๐ˆ๐“๐‡ ๐’๐”๐๐’๐ˆ๐ƒ๐„๐๐‚๐„ & ๐–๐€๐‹๐‹ ๐‚๐‘๐€๐‚๐Š๐’?๐™๐™ž๐™ฃ๐™™ ๐™ฉ๐™๐™š ๐˜พ๐™–๐™ช๐™จ๐™šIt's really important to find the actual cause of the cra...
20/02/2026

๐‘๐„๐๐Ž๐•๐€๐“๐ˆ๐๐† ๐€ ๐‡๐Ž๐”๐’๐„ ๐–๐ˆ๐“๐‡ ๐’๐”๐๐’๐ˆ๐ƒ๐„๐๐‚๐„ & ๐–๐€๐‹๐‹ ๐‚๐‘๐€๐‚๐Š๐’?

๐™๐™ž๐™ฃ๐™™ ๐™ฉ๐™๐™š ๐˜พ๐™–๐™ช๐™จ๐™š

It's really important to find the actual cause of the cracks, so that any repairs will last and cracks don't re-appear again and again.

๐™€๐™ญ๐™ฅ๐™š๐™ง๐™ฉ ๐—ฅ๐—ฃ๐—˜๐—ค ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ

That's why the owner of this Carindale house called Forensic Engineers to prepare an expert Structural Engineer Report.

Our expert investigation found old and recent subsidence & cracks, and footing settlements as well as footing rotation (leaning). We also identified that the house was built on an old gully that had been filled in and the landfill was subsiding bit-by-bit, year-after-year and this was causing the house cracks.

๐™’๐™๐™–๐™ฉ ๐™ฉ๐™ค ๐™™๐™ค ๐™‰๐™š๐™ญ๐™ฉ

Our expert Structural Engineer Report found that Stabilizing the footings and permanent wall crack repair would require underpinning of most of the house footings with conventional underpinning.

๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ ๐™–๐™ง๐™š ๐™๐™š๐™ง๐™š ๐™ฉ๐™ค ๐™ƒ๐™š๐™ก๐™ฅ

Home renovations are expensive, so if there are any worrying wall or ceiling cracks, it's really important to make sure the foundations are stable by getting an expert independent Engineer Subsidence Report from Forensic Engineers from the get-go. www.forensic-engineers.com.au/services/

๐—˜๐—ซ๐—ฃ๐—˜๐—ฅ๐—ง ๐—ฅ๐—ฃ๐—˜๐—ค ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ช๐—”๐—Ÿ๐—Ÿ ๐—–๐—ฅ๐—”๐—–๐—ž & ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ:  ๐™๐™Š๐™๐™€๐™‰๐™Ž๐™„๐˜พ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™๐™Ž ๐˜ผ๐™๐™€ ๐™ƒ๐™€๐™๐™€ ๐™๐™Š ๐™ƒ๐™€๐™‡๐™‹!Wall, ceiling or floor slab c...
24/01/2026

๐—˜๐—ซ๐—ฃ๐—˜๐—ฅ๐—ง ๐—ฅ๐—ฃ๐—˜๐—ค ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ช๐—”๐—Ÿ๐—Ÿ ๐—–๐—ฅ๐—”๐—–๐—ž & ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ: ๐™๐™Š๐™๐™€๐™‰๐™Ž๐™„๐˜พ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™๐™Ž ๐˜ผ๐™๐™€ ๐™ƒ๐™€๐™๐™€ ๐™๐™Š ๐™ƒ๐™€๐™‡๐™‹!

Wall, ceiling or floor slab cracks may be simple wear & tear, or they may be a sign of something more serious.

It may Subsidence that has occurred in the past and was not serious and has stopped. Or it may be serious Subsidence that could be getting worse and worse.

And there are also cases where subsidence & cracks have cleverly been covered up, particularly with houses that are renovated & "flipped".

๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐—ฎ๐—ฟ๐—ฒ ๐˜๐—ต๐—ฒ ๐˜€๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜๐˜€ ๐—ฎ๐—ป๐—ฑ ๐—ฎ๐—ฟ๐—ฒ ๐—ต๐—ฒ๐—ฟ๐—ฒ ๐˜๐—ผ ๐—ต๐—ฒ๐—น๐—ฝ!

Expert advice from Forensic Engineers: Our expert Structural Engineer Reports identify old and new subsidence and cracks and determine if they are serious or wear-and-tear.

And we identify if they are likely to get worse and if any stabilizing or underpinning is necessary.

Peace-of-Mind; Building cracks can develop due to normal wear & tear or from foundation movements and Forensic Engineers are the ๐—ถ๐—ป๐—ฑ๐—ฒ๐—ฝ๐—ฒ๐—ป๐—ฑ๐—ฒ๐—ป๐˜ ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜๐˜€ to turn to for an expert analysis and for peace-of-mind.

Our rates are very affordable and our investigations and reports are accurate and "readable". Contact us for a free quote for an independent structural engineer report. www.forensic-engineers.com.au

๐—ฅ๐—ฃ๐—˜๐—ค ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ.๐—›๐—ฎ๐—ป๐—ฑ๐˜€-๐—ผ๐—ป ๐—ฆ๐—ผ๐—ถ๐—น ๐—ง๐—ฒ๐˜€๐˜๐—ถ๐—ป๐—ด ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐—ถ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ถ๐˜€ ๐—ฎ๐—ป ๐—ฒ๐˜€๐˜€๐—ฒ๐—ป๐˜๐—ถ๐—ฎ๐—น ๐—ฟ๐—ฒ๐—พ๐˜‚๐—ถ๐—ฟ๐—ฒ๐—บ๐—ฒ๐—ป๐˜ ๐—ณ๐—ผ๐—ฟ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐˜„...
10/12/2025

๐—ฅ๐—ฃ๐—˜๐—ค ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ.

๐—›๐—ฎ๐—ป๐—ฑ๐˜€-๐—ผ๐—ป ๐—ฆ๐—ผ๐—ถ๐—น ๐—ง๐—ฒ๐˜€๐˜๐—ถ๐—ป๐—ด ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐—ถ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ถ๐˜€ ๐—ฎ๐—ป ๐—ฒ๐˜€๐˜€๐—ฒ๐—ป๐˜๐—ถ๐—ฎ๐—น ๐—ฟ๐—ฒ๐—พ๐˜‚๐—ถ๐—ฟ๐—ฒ๐—บ๐—ฒ๐—ป๐˜ ๐—ณ๐—ผ๐—ฟ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐˜„๐—ต๐—ผ ๐—ฝ๐—ฟ๐—ผ๐˜ƒ๐—ถ๐—ฑ๐—ฒ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฆ๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ & ๐—ช๐—ฎ๐—น๐—น ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€.

And Forensic Engineers Staff have decades of that experience, having previously worked in;

โ€ข soil test drilling
โ€ข soil lab testing
โ€ข soil descriptions
โ€ข site classifications
โ€ข footing and slab designs; strip, pad and edge beam footings, conventional and waffle pod slabs
โ€ข deep footing piering; conventional concrete piers, push-piles, small diameter driven timber piles and steel screw piles
โ€ข Foundation Underpinning; conventional concrete, polyurethane resin, timber piles and steel screw piers.

๐‘จ๐’๐’… ๐’๐’–๐’“ ๐’Œ๐’๐’๐’˜๐’๐’†๐’…๐’ˆ๐’† ๐’๐’‡ ๐’“๐’†๐’ˆ๐’Š๐’๐’๐’‚๐’ ๐’”๐’๐’Š๐’ ๐’„๐’๐’๐’…๐’Š๐’•๐’Š๐’๐’๐’” ๐’Š๐’” ๐’”๐’†๐’„๐’๐’๐’…-๐’•๐’-๐’๐’๐’๐’†, ๐’Š๐’๐’„๐’๐’–๐’…๐’Š๐’๐’ˆ

โ€ข areas with highly plastic clay soils
โ€ข poorly compacted land fill
โ€ข alluvial deposits
โ€ข compressible soils
โ€ข organic and acid-sulphate soils.

๐—ข๐˜‚๐—ฟ ๐—ต๐—ฎ๐—ป๐—ฑ๐˜€-๐—ผ๐—ป ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐—ถ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ถ๐˜€ ๐˜€๐—ฒ๐—ฐ๐—ผ๐—ป๐—ฑ ๐˜๐—ผ ๐—ป๐—ผ๐—ป๐—ฒ.

With over 5500 cases completed in the last 13 years, Forensic Engineers are the best choice for Structural Engineer Reports for subsidence and house foundation problems.

BUILDING & PEST: POSSIBLE SUBSIDENCE, COULD BE SERIOUS. Coomera House For Sale. A recent Building & Pest Report was real...
06/12/2025

BUILDING & PEST: POSSIBLE SUBSIDENCE, COULD BE SERIOUS. Coomera House For Sale.

A recent Building & Pest Report was really accurate and found evidence of possible footing movements and recommended that the buyer should get and expert Forensic Engineer report to see if it was serious or not.

In some cases serious subsidence damages can be covered up with filler and paint and only recent movements and wall cracks may be evident.

But in this case, our meticulous Structural Engineer inspection & Report found only some wear & tear, and no significant past or current subsidence.

The buyer was very relieved and incredibly grateful for our professionalism. Happy days!

Forensic Engineers are the experts in Subsidence Reports for home owners & buyers. www.forensic-engineers.com.au E: [email protected] Ph: 0403 434 092.

Subsidence Engineer Reports, Wall Crack Engineer Reports, RPEQ Structural Engineer Reports. Forensic Engineers are the i...
04/12/2025

Subsidence Engineer Reports, Wall Crack Engineer Reports, RPEQ Structural Engineer Reports. Forensic Engineers are the industry specialists. SE Qld & Nth NSW. 100% Independent, Fast & Accurate. www.forensic-engineers.com.au

๐™Ž๐™ช๐™—๐™จ๐™ž๐™™๐™š๐™ฃ๐™˜๐™š, ๐™’๐™–๐™ก๐™ก ๐˜พ๐™ง๐™–๐™˜๐™ ๐™จ, ๐™๐™š๐™ฉ๐™–๐™ž๐™ฃ๐™ž๐™ฃ๐™œ ๐™’๐™–๐™ก๐™ก ๐™‡๐™š๐™–๐™ฃ๐™ž๐™ฃ๐™œ.Our pre-purchase Engineer Report for the buyer found the causes of subsi...
08/11/2025

๐™Ž๐™ช๐™—๐™จ๐™ž๐™™๐™š๐™ฃ๐™˜๐™š, ๐™’๐™–๐™ก๐™ก ๐˜พ๐™ง๐™–๐™˜๐™ ๐™จ, ๐™๐™š๐™ฉ๐™–๐™ž๐™ฃ๐™ž๐™ฃ๐™œ ๐™’๐™–๐™ก๐™ก ๐™‡๐™š๐™–๐™ฃ๐™ž๐™ฃ๐™œ.

Our pre-purchase Engineer Report for the buyer found the causes of subsidence, wall cracks, a sunken slab and a leaning retaining wall. And the solutions are simple & affordable.

Our expert structural engineers report for the buyer found there has been some settlements of the footings and and the slab some time ago, but they were not serious and they had stopped.

The cracks can be affordably repaired with specialist grouts and some crack stitching and the garage floor can be lifted simply and economically with Polyurethane Resin Injection.

The leaning retaining can be monitored.

๐—จ๐—ป๐—ถ๐˜ ๐—ฆ๐—ข๐—Ÿ๐——!

Thanks to our brilliant independent Structural Engineer Report. The buyer was thrilled and could not wait to move in! It's a beaut unit and in a super location.

Home owners, buyer or sellers. Contact Forensic Engineers for expert subsidence advice. We will never let-you-down.

www.forensic-engineers.com.au.

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Brisbane, Ipswich, Bayside, Gold Coast, S. E. Qld. , Nth NSW
Norman Park, QLD

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