jwripple
Geotechnical
- Dec 20, 2007
- 13
Hi all,
I'm trying to model the Lotus Riverside Apartment building collapse in Shanghai, China using Slope/W. It appears that the building used 2' circle open-ended lightly reinforced concrete piles. Is there any quick way to calculate the shear force of these piles so I can best represent them in SLOPE/W. Plus, any additional information pertaining to the collapse would be greatly appreciated.
I'm trying to model the Lotus Riverside Apartment building collapse in Shanghai, China using Slope/W. It appears that the building used 2' circle open-ended lightly reinforced concrete piles. Is there any quick way to calculate the shear force of these piles so I can best represent them in SLOPE/W. Plus, any additional information pertaining to the collapse would be greatly appreciated.