Browse Forums Building A New House Re: Highly Reactive Soil - Movement & Cracking 2Sep 26, 2017 8:36 am Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Highly Reactive Soil - Movement & Cracking 5Sep 26, 2017 10:48 pm Foremost Building Expert in Australia,assisting with building problems/disputes, building stage inspections,pre-contract review advice for peace of mind 200 blogs http://www.buildingexpert.net.au/blog Re: Highly Reactive Soil - Movement & Cracking 7Sep 27, 2017 9:10 am Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Highly Reactive Soil - Movement & Cracking 8Sep 27, 2017 9:19 am Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Highly Reactive Soil - Movement & Cracking 9Sep 27, 2017 4:16 pm StructuralBIMGuy @jessicagauci What state are you in? You should be given all the engineering (including bearing capacities) before you sign the contracts and you should have a third party review it. I've also noticed on other snippets that have been put up that the depth of the piles be determined by the drilling contractor? Some of these guys aren't even qualified and are just machinery operators, and you trust them with your life savings? If this is your case then what use is a report after the event, literally everyones covering things up, Seriously, its rubbish in which case consult with a lawyer! We are in NSW. I totally agree, everyone covers everything up and I wouldn't have a clue if they were qualified, which is the scary part. Would you suggest getting a structural Engineer to inspect? Re: Highly Reactive Soil - Movement & Cracking 10Sep 27, 2017 5:24 pm jessicagauci Yes, a structural engineer will be required then contact the Department of Fair Trading in your state to lodge a complaint. Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Highly Reactive Soil - Movement & Cracking 11Sep 28, 2017 7:38 am StructuralBIMGuy @jessicagauci Yes, a structural engineer will be required then contact the Department of Fair Trading in your state to lodge a complaint. Ok thank you for your advice! Fingers crossed not much more movement occurs and that it was just the initial settling. It's just upsetting to see it happen in our feature 'shadowline'. With that sort of soil type if you ask for a design to include piers then I would also include void formers. That way you should reduce the chances of settlement and heave. 7 4835 Have look at your house plans and you will probably find that brick articulation joint has been missed. Maximum allowable spacing is 6M or 5.5M for a wall with window… 17 21319 Are they stumps or screw piles ? How much fill is there, is the site a class "P" ? A "H2" site is not supposed to have stumps it is supposed to have grid beams according… 1 7524 |