hkumas
Geotechnical
- Jul 20, 2022
- 2
Hello all,
New member here. I can pick up your experience in a design issue I am facing.
I am designing a retaining wall using Lock-Block concrete blocks. The wall height changes through the alignment, between 2 m (6.5 ft) to 4 m (13 ft). My preliminary design was using Stratagrid uniaxial geogrids (SGU 100 kN/m - 6852 lb/ft), but the client wants to use biaxial. There will be muck cars and loci (98 metric tons - 216000 lb), and a TBM gantry (23 metric tons - 50700 lb) near the wall. The closest proximity is for the loci and it is 2.5 m (8.2 ft) away from the wall, where the wall height is the same. So, the concern is the live loads during the operation. I must say that these loads are not permanent since the tunnel advance will make them go away.
I tried to find a biaxial geogrid with the similar tensile strength but the max I could find was 40 kN/m (2740 lb/ft). Also, I could find data sheets with LTDS, reduction factors (chemical, installation etc), for the uniaxial ones, but not for the biaxial. I am starting to think that no one is using biaxial for the retaining walls. I am not really experienced in retaining wall and soil reinforcement, so I appreciate if you can direct me in the correct way. Also, is there some sort of conversion that I can use to find out the equivalent required biaxial tensile strength?
New member here. I can pick up your experience in a design issue I am facing.
I am designing a retaining wall using Lock-Block concrete blocks. The wall height changes through the alignment, between 2 m (6.5 ft) to 4 m (13 ft). My preliminary design was using Stratagrid uniaxial geogrids (SGU 100 kN/m - 6852 lb/ft), but the client wants to use biaxial. There will be muck cars and loci (98 metric tons - 216000 lb), and a TBM gantry (23 metric tons - 50700 lb) near the wall. The closest proximity is for the loci and it is 2.5 m (8.2 ft) away from the wall, where the wall height is the same. So, the concern is the live loads during the operation. I must say that these loads are not permanent since the tunnel advance will make them go away.
I tried to find a biaxial geogrid with the similar tensile strength but the max I could find was 40 kN/m (2740 lb/ft). Also, I could find data sheets with LTDS, reduction factors (chemical, installation etc), for the uniaxial ones, but not for the biaxial. I am starting to think that no one is using biaxial for the retaining walls. I am not really experienced in retaining wall and soil reinforcement, so I appreciate if you can direct me in the correct way. Also, is there some sort of conversion that I can use to find out the equivalent required biaxial tensile strength?