Should the seismic forces be considered for the calculation of bearing pressure below the earthen tank foundation where tank is directly sitting on the top without any anchorage?
Which is governing code for the design of earthen tank foundation considering seismic forces?
Learned members comments and help will be highly appreciated.
Thanks and Regards
kezen mathew
Which is governing code for the design of earthen tank foundation considering seismic forces?
Learned members comments and help will be highly appreciated.
Thanks and Regards
kezen mathew