ITsSB
Structural
- May 6, 2022
- 31
I have an existing structure (belt conveyors and its pier and footings, both steel and RC). It transports materials from downstream (near river) on a very steep slope. Previous geotech investigation found out that top layer is basaltic and the lower one is conglomerate. Their conclusion is there is a landslide. As a solution we are considering
1. provide drainage so that there is less surface water entering.
2. apply grouting under existing piers and provide new piers with piles deep beyond the stable point for the support of this new concrete piers. (intermediate points)
3. provide pile retaining at lower and intermediate points as part of lateral support.
We are yet to hear from our Geotechnical Engineer. I now its a complex topic but what other general solutions should we consider/expect.
1. provide drainage so that there is less surface water entering.
2. apply grouting under existing piers and provide new piers with piles deep beyond the stable point for the support of this new concrete piers. (intermediate points)
3. provide pile retaining at lower and intermediate points as part of lateral support.
We are yet to hear from our Geotechnical Engineer. I now its a complex topic but what other general solutions should we consider/expect.