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Retaining Wall System without Demolition of Road 5

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elinwood

Structural
Apr 2, 2012
34
I have a project "retrofitting" a "retaining wall" and I'm having trouble selecting the type of retaining wall. You'll see why I put those two words in quotation marks below:

A brick wall was erected between our property and the neighbor's property. There's initially no need of a "retaining wall" because originally, the ground level between our property and the neighbor's property was relatively level. On our side of the brick wall, there's a concrete gutter 80 cm wide and 80 cm deep. Further into the property is a 12 meter wide road designated for very heavy loads (the property is a warehouse) The neighbor decided to excavate their property resulting in a 2 to 7 meters of elevation difference.

Due to the difference of elevation, the earth (w/ the brick wall and the foundation) has now collapsed. I'm in a country where lawsuits aren't exactly useful so there's no use in finding out whose fault it is. Since the road is already built - and is not damaged, is there any hope of salvaging the road ? The owner is pretty insistent on salvaging the road. I've thought about using MSE walls and RCC Walls with counterforts but all these methods involve demolishing at least 3 meters of the 12 meter wide road for construction of the retaining wall.

The other issue is, if we did end up salvaging the road, the contractor evidently didn't do a very good job on it. The road was only 13 cm thick and there was no subbase whatsoever - which probably contributed to the wall collapsing. I'm concerned that if the old road was re-used, there will be major settlement issues (the current "sub-base" is clay).
 
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What about a concrete plied secant wall installed from the upper level? Will cost a bit, but certainly more easily constructed. As suggested recommend at least one borehole to determine soil profile.

Kieran
 
It's been a while, but I just thought I'll give an update since I've asked. After some more discussion with the owner, the owner agreed to let us demolish the road and we ended up with a simple RCC wall. The only slight problem was that the height was 8m. After some reading and calculation, I found that RCC wall are only going to be economical up to 6m. It gets expensive beyond that. We decided to only excavate around 6.5m and use deep foundations below the "pile cap" toe. Some soil will be exposed and we were going to use brick walls to cover it architecturally.

Thanks for all the help!
 
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