Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
(OP)
Most of the books give formulae for only with vertical loads.
Can anyone share the reference when both horizontal and vertical loads are there.
Can anyone share the reference when both horizontal and vertical loads are there.
RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
Horizongtal load is assessed using inclination factor ic
RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
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RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
Good publication.
Dik
RE: Bearing capacity of shallow foundation for both horizontal and vertical load simultaneously
Applied M will affect the V capacity (i.e. effective area concept). T can be considered as an additional horizontal load/reduction to the H part of the capacity envelope. The remaining VH envelope is curved - not rectangular - which shows interaction between the V and H components. If you have combined loading, you need to check all of the capacities together.
Incidentally, for drained conditions, the VH envelope is defined by H/V (rather than H/Hmax) in some standards. Also, some standards recommend a drained sliding line to intercept the capacity envelope.