Browse Forums General Discussion Re: Soil Compaction. 2May 19, 2020 9:17 am Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Soil Compaction. 3May 19, 2020 9:35 am StructuralBIMGuy Does either state safe bearing load/pressure, depth, un/consolidated fill, soil moisture content,settlement, etc,etc? I usually do a penetrometer test before and after site works, BTW, you need to ask for the additional information in writing hth It states Depth (mm) Number of blows DCP-A and DCP-B Bore log is also supplied. Our land was water logged and was considered fill and we have since the first week had movement in the house, it has been confirmed we have heave so we are now going back through all the tests to see what was, wasn't and should have been done. Re: Soil Compaction. 4May 19, 2020 9:59 am Thejones88 It states Depth (mm) Number of blows DCP-A and DCP-B Bore log is also supplied. Our land was water logged and was considered fill and we have since the first week had movement in the house, it has been confirmed we have heave so we are now going back through all the tests to see what was, wasn't and should have been done. You might wish to start measuring slab and ceiling movement and keep your own records Here Gaps between Cornices and ceiling after 3 months of build Cheers Chris Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Soil Compaction. 5May 19, 2020 10:05 am StructuralBIMGuy Thejones88 It states Depth (mm) Number of blows DCP-A and DCP-B Bore log is also supplied. Our land was water logged and was considered fill and we have since the first week had movement in the house, it has been confirmed we have heave so we are now going back through all the tests to see what was, wasn't and should have been done. You might wish to start measuring slab and ceiling movement and keep your own records Here Gaps between Cornices and ceiling after 3 months of build Cheers Chris Thanks mate, already doing that as it comes and goes between wet and dry months, we now have zig zagging though brick work and cracks through bricks. Re: Soil Compaction. 6May 19, 2020 11:45 am Penetometer test is not exactly the best measure for site compaction, they usually use it to test soil bearing capacity as part of geotech testing. Usually they use nuclear densometer to measure compaction as this is the most reliable testing, so you should have a proper compaction testing report specifying density ratio (it generally should be higher than 95 or whatever specified in your engineering documentation). Re: Soil Compaction. 7May 20, 2020 10:00 pm Thejones88 StructuralBIMGuy Thejones88 It states Depth (mm) Number of blows DCP-A and DCP-B Bore log is also supplied. Our land was water logged and was considered fill and we have since the first week had movement in the house, it has been confirmed we have heave so we are now going back through all the tests to see what was, wasn't and should have been done. You might wish to start measuring slab and ceiling movement and keep your own records Here Gaps between Cornices and ceiling after 3 months of build Cheers Chris Thanks mate, already doing that as it comes and goes between wet and dry months, we now have zig zagging though brick work and cracks through bricks. Sounds more like tree drying damage from what you have said Re: Soil Compaction. 8Sep 05, 2020 4:12 pm There are no trees or have even been trees on the property. We were lucky in that our old house was so small (86 square metres) compared to the new house, they were able to take enough readings around the old backyard house before… 8 37346 DIY, Home Maintenance & Repair I'm in WA and our sandy soils make drainage a bit easier but this is what I'd be doing. Dig down to your footings and let the wall dry out. Clean it all well by brushing… 1 5225 Three options 1 Ask the liquidator 2 Find another PD customer and ask the source of their report 3 Pay for new report 3 12646 |