Geotextile fabric or Railroad ballast?

   / Geotextile fabric or Railroad ballast? #21  
When should woven fabric be used as opposed to non-woven?
 
   / Geotextile fabric or Railroad ballast? #22  
When should woven fabric be used as opposed to non-woven?

Woven is generally used as a filter for when you want water to move through but keep soil on the other side. Generally we see it most in a layer behind retaining walls.

the non-woven looks like a giant piece of window screen with 1/2" to upwards of 3" holes depending on the type of material being placed on it. This allows the coarse rock to not move through the fabric.

I'm about 2 months from starting my personal driveway project and I'm planning on using the non-woven fabric.
 
   / Geotextile fabric or Railroad ballast? #23  
the non-woven looks like a giant piece of window screen with 1/2" to upwards of 3" holes depending on the type of material being placed on it. This allows the coarse rock to not move through the fabric.

Kind of Swiss cheese like?

Wouldn't the big holes allow the wet clay to migrate through it?

Ken
 
   / Geotextile fabric or Railroad ballast? #24  
For use on ROADS there are two fabrics I have seen. One is a mesh that is a bugger to cut. It quickly dulls a razor. The mesh looks what you would get if you tightly compressed insulation. This is what is under our driveway. The woven stuff was like a weaved plastic tarp. I think the mesh passes more water.

There is a web like fabric with big holes used to stabilize block retaining walls. You build up the block walls to a given height and lay in the web fabric which is attached to the blocks and rolled back into the soil side of the retaining wall. More soil is put on top of the fabric. The fabric is a tie back to keep the retaining wall from moving. This is not what you would want for a driveway.

I have seen road crews in NC using the mesh fabric which is what I have used on our driveway. I THINK I used it because it allowed water to pass but it has been 8-9 years since I had to figure out what I should use so my memory might be wrong. :D

Later,
Dan
 
   / Geotextile fabric or Railroad ballast? #27  
Yes and no..
The winter is when it really gets bad..
The snow stays for a period of time and melts off the upper banks.
Then it all saturates, and pumps up.

In one place I dug down 3 feet and found all kinds of gravel..
Another dug 3 with the tractor and then as far down as possible with a post hole digger and never found gravel. A relative told me that on the lower driveway the are spots where it took several dump truck loads to stabilize 20 foot sections.
Some of the banks keep falling down and filling the culverts.
It has flowed over and washed out edges...

If I can get a base, then maybe I can stop the pumping...


I don't have a the best picture of your situation, but you mention water pumping up in places.

If possible try and intercept that water with a perforated pipe in stone trap and let it drain to daylight down grade. Sounds like you may have that option.

You may still benifit from fabric in those problem areas, but like I mentioned and some of those videos show, the geo is imperative in flat grade wet areas where there is no option of gravity drainage. You want to try and divert, channel, control as much of the storm and ground water as possible.

JB.
 
   / Geotextile fabric or Railroad ballast?
  • Thread Starter
#28  
JB4310 said:
I don't have a the best picture of your situation, but you mention water pumping up in places.

If possible try and intercept that water with a perforated pipe in stone trap and let it drain to daylight down grade. Sounds like you may have that option.

You may still benifit from fabric in those problem areas, but like I mentioned and some of those videos show, the geo is imperative in flat grade wet areas where there is no option of gravity drainage. You want to try and divert, channel, control as much of the storm and ground water as possible.

JB.

While I can not see it, a relative says there are spring heads on some of the areas...
That adds to it
 
   / Geotextile fabric or Railroad ballast? #29  
Kind of Swiss cheese like?

Wouldn't the big holes allow the wet clay to migrate through it?

Yep kinda... think more like really big window screen.

The problem with roads on wetter ground is when wet the native soil can't support the load from the road above. The traffic then presses the rock into the soil. If the force is distributed by the geotextile then the rock can't get pressed into the soil.

Do note that the maker of the fabric generally specifies 6-12" of stone above the fabric so the traffic load can be distributed across the fabric.
 
   / Geotextile fabric or Railroad ballast? #30  
Do note that the maker of the fabric generally specifies 6-12" of stone above the fabric so the traffic load can be distributed across the fabric.

Ouch! That means a 6-12" thick base before you can start to put smaller stuff on it. That would take one heck of a lot of stone.

With that size and thickness of the base rock, I wonder if the fabric is even necessary. When we widened our drive, there was a lot of soft clay and the #4 (2") crushed stone that the contractor put down disappeared pretty quickly. I pushed him for some #2 (3-4", which he didn't know existed) and 6" of that made a good solid base that locked together and held just fine.

I guess if you have a real marsh, then the fabric would still help.

Ken
 

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