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Geo1
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Geo1

Joined 15 May 2018
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3 years3 yearsGeo1Geo1 posted:
Coral Homes DayDream 28 Build

Wilton is Mine subsidence. Has Coral homes or your certifier consulted the NSW mine subsidence board?
No issues if everything has been checked, just a friendly experience motivated question for…

4 years4 yearsGeo1Geo1 posted:
H1 slab for H2 class soil

Sweetswisssteel, is this Newport by chance?
I wouldn't be downgrading to a H2 in there. If you are in Newport, you made a wise decision.
Regards Geo1

Geo1 followed:
5 years5 years
5 years5 yearsGeo1Geo1 posted:
Dedicated forum spot for FOUNDATIONS - call for support!

Great Idea Mark, was this ever set up? Let me know and I can assist.
Geo1
(old pal)

  ⋅  1
5 years5 yearsGeo1Geo1 posted:
Another defective house story

Would be very interested to actually find out your contract date. AS2870 was updated/revised/amended in January 2011. It would be an interesting point to see if your soil report was…

  ⋅  1
5 years5 yearsGeo1Geo1 posted:
Grade A soil - any downsides?

Or a Pool might be a bit difficult to dig.

6 years6 yearsGeo1Geo1 posted:
Does bored piers stops slab heave?

I think what all of us above agree on is "abnormal moisture conditions".
As building-expert points out above, its generally a problem with "Abnormal" not "normal" moisture conditions. Problem is,…

6 years6 yearsGeo1Geo1 posted:
Hi Everyone from a Geotech

Hi Faye,
We do not do effluent disposal assessments so cannot comment on that part of it. However in terms of an AS2870-2011 Site Classification, my standard clients are on…

6 years6 yearsGeo1Geo1 posted:
$ 19800.00 for H2 SLAB UPGRADE ?

Absolutely love this example.
Many thanks for sharing this. Pure expertise coming up with a simple, easy to follow example. Well done.
StructuralBIMGuy, I suggest you get involved with some…

6 years6 yearsGeo1Geo1 posted:
$ 19800.00 for H2 SLAB UPGRADE ?

Hi,
I cannot comment on the cost or structural elements as I am neither a builder or structural engineer. StructuralBIMGuy, maybe better suited to give you some advise about that,…

6 years6 yearsGeo1Geo1 posted:
Slab Heave Cause?

Hi FirstHomeBuilder25,
Can you indicate why the site was originally classified as Class "P"? This maybe something that others have overlooked?
You have a relatively very stiff slab, so I am…

6 years6 yearsGeo1Geo1 posted:
Builder asked to upgrade class P to E class slab

Diggi,
I always get upset when people need to learn lessons when it costs money. If it didn't cost money would we learn?
Unfortunately its the human way.
We spend $400-$600 for…

6 years6 yearsGeo1Geo1 posted:
Builder asked to upgrade class P to E class slab

Hi Diggi,
Firstly, I have quickly reviewed your classification of which you have kindly scanned and provided. I do know the company you have engaged as I know there lay…

6 years6 yearsGeo1Geo1 posted:
M-class Slab on P class soil

Hi Kirashogun,
I do have a research paper at the office, which is only a few years old. In essence, its asked some local soil testers/professors and "locally experienced" engineers to…

  ⋅  2
6 years6 yearsGeo1Geo1 posted:
Building with Metricon

Hi Sandymeo,
Thanks for the reply, and sorry I just noticed this. Still getting used to the site.
Lets look at the basics first
1. Clays shrink/settle when dry
2. Clays expand/swell…

6 years6 yearsGeo1Geo1 posted:
Slab heave is alive and well, watch out.

Hi Maruomario
Based on what you have described, I am out of words to describe how VCAT would not take this case up.
More then happy to put you in touch…

6 years6 yearsGeo1Geo1 posted:
Slab heave is alive and well, watch out.

Many a time have we confused photos with job numbers..... It happens.
Thankfully, 99% of the time we get it right.
But still does not hurt to check.
Most soil testers…

6 years6 yearsGeo1Geo1 posted:
Slab heave is alive and well, watch out.

Hi building-expert,
Thanks for the comment and I already hold you in high regard based on your comment about "drainage".
A lot of builders do not still understand (even though its…

6 years6 yearsGeo1Geo1 posted:
Slab heave is alive and well, watch out.

I am not familiar with the VCAT system unfortunately, as all my work comes from the east coast of AUS. But I am familiar with the QBCC system and I…

6 years6 yearsGeo1Geo1 posted:
Hi Everyone from a Geotech

insider,
Thanks for the reply.
I actually spent the day yesterday (early flight/late home to the kids interstate trip), talking to one of my main builders (major builder 2500+ homes…

6 years6 yearsGeo1Geo1 posted:
Slab heave is alive and well, watch out.

Hi Mauromario,
Thanks for the photo.
Now i do understand your concerns, and I will concur I often get asked this same question from home owners who have engaged builders…

  ⋅  1
6 years6 yearsGeo1Geo1 posted:
Hi Everyone from a Geotech

Thanks SaveH20, really just here to gain some traction to make the consumer aware of the requirements of the code and increase education. My frustration at the moment with…

6 years6 yearsGeo1Geo1 posted:
Building with Metricon

Doulton777 I assume you are in NSW. In QLD you may have had a few extra piers out the front to deal with the tree. Unless you had a large…

  ⋅  2
6 years6 yearsGeo1Geo1 posted:
Hi Everyone from a Geotech

Hi Everyone,
New member, purely here to share my experience and knowledge
Happy to answer any questions regarding borehole reports/site classifications/geotechnical reports.
There is a lot of mis-information going around about Site Class's…

  ⋅  1
6 years6 yearsGeo1Geo1 posted:
Building with Metricon

Hi Sandymeo,
You will need to specify why your site has been classified as Class P, before we can assist. Class P, means problem site and this covers multiple aspects…

6 years6 yearsGeo1Geo1 posted:
Building with Metricon

No such thing as P1.... Must be an internal Metricon classification and not something mentioned within any Australian Standard and especially AS2870.
The normal classifications are Class, A, S, M,…

6 years6 yearsGeo1Geo1 posted:
Slab heave is alive and well, watch out.

Hi Gaudi, and thanks for the question. And a very good question at that.
AS2870 was formulated to give "standard" designs for basically mass production and whilst it servers well…

  ⋅  1
6 years6 yearsGeo1Geo1 posted:
Slab down inspection defect

Firstly, get a copy of the engineers inspection sheet and ensure they are qualified and hold the relevant insurances.
Secondly, in 10+ years of inspection slabs (waffle pods), I have…

  ⋅  1
6 years6 yearsGeo1Geo1 posted:
$ 19800.00 for H2 SLAB UPGRADE ?

If your slab has been called Class P it means there is something that governs the site to be classified as a "Problem" Site.
You need to ascertain why its…

  ⋅  1

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