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24 records matched your query of piles through geogrid. Outputting records 1 to 20. Geotechnical Engineers Area - Earth retention engineering Forum
... and the reinforcing is placed around the piles.
I have concerns about drilling through the geogrid - you... ... the bottom layer of geogrid in the upper tier of the wall. The piers would be drilled through the geogrid... Geotechnical Engineers Area - Earth retention engineering Forum
... the abutment resting on the bored piles while still using the geogrid reinforced wall system with the panel... ... at spacing the piles and using a drain board between them, when I was looking at a shotcrete facing... Civil / Environmental Engineers Area - Earthwork/grading engineering Forum
... that some bog spots are as deep as 40 feet. What about wooden piles jetted into the low spots before... ... by the periodic high lake level.
Would tree trunks be better used as corduroy floatation or as piles to reach... Geotechnical Engineers Area - Foundation engineering Forum
... never heard of a pile driven through a geogrid but I would not imagine any problem for driveability.... ...If the slope is already built you are screwed. You can drive through the geogrid without an issue... Geotechnical Engineers Area - Geotechnical engineering other topics Forum
... of water through various materials i.e. clayey/sandy or sandy/gravel or a granular material similar to a... ... wall was replaced approx, 1.5 years ago. The existing wall failed due to lack of geogrid. Geogrid... Geotechnical Engineers Area - Foundation engineering Forum
... of the slope with Tensar geogrid.
Screw piles rather than drilled piers can be used in combination... ... with the gabion baskets., with the gabion baskets placed through the screw piles. The piles will extend to below... Geotechnical Engineers Area - Earth retention engineering Forum
....
It seems that the portion of the structure has problems that are applying some lateral loads through... ... in between the piles. In order to do this right you need some data. You need test borings to see what kind... Geotechnical Engineers Area - Foundation engineering Forum
... by punch through into the underlying soft clay. I'll also see if the contractor can use a lighter rig!... ... accidents happen during this phase where the front of the tracks punch through the platform. In the Soffons... Civil / Environmental Engineers Area - Earthwork/grading engineering Forum
...the problem with a bridge is the piles would penetrate the landfill, leachate and (likely... ...) into the water table. I'd consider a soil raft (i.e., granular fill and geogrid) and anticipate a maintenance... Geotechnical Engineers Area - Earth retention engineering Forum
... below the first 280 m length, and Vibro Concrete Columns with tension membrane for 110 m + CFA piles... ... of the VCC, CFA piles and tension membranes for the embankment and the other one on the other side... Geotechnical Engineers Area - Slope stability engineering Forum
... in the world, likely. I've just got a copy of his book to glance through and he has several items on expansion... ... you might consider eliminating or reducing the potential by utilizing geogrid beneath the embankment... Civil / Environmental Engineers Area - Civil/Environmental engineering other topics Forum
.../boots through the liner for the piles to pass through. Make sure you get the pile locations right... ... the pile installation, driven piles tend to go straight through but this does depend on the type... Geotechnical Engineers Area - Earth retention engineering Forum
... at the base of the wall. You could maintain a constant geogrid length for the total height of the wall. ... ... settlement, like support the pipe on piles etc but these may be a bit extreme.
Concrete encasing the pipe... Geotechnical Engineers Area - Foundation engineering Forum
... to see what the potential solutions would be. I have attached a pdf of a cross section through the area... ... 6 ft. Support then is a combination of these "piles" and the earth now there supporting the whole... Geotechnical Engineers Area - Foundation engineering Forum
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