BEARING CAPACITY OF ANNULAR MAT FOUNDATION
BEARING CAPACITY OF ANNULAR MAT FOUNDATION
(OP)
i AM INTERESTED IN COMPUTING THE BEARING CAPACITY OF A ANNULAR MAT FOUNDATION. CAN ANYONE SUGGEST ME WITH TECHNICAL MATEERS IN THIS REGARDS. I GOT SOME REFERENCES ABOUT COMPUTING THE SETTLEMENT BUT NOT THE BEARING CAPACITY.
PLEASE DO THE NEEDFUL AT THE EARLIEST.THANKS
PLEASE DO THE NEEDFUL AT THE EARLIEST.THANKS





RE: BEARING CAPACITY OF ANNULAR MAT FOUNDATION
My bet is this problem has more to do with settlement than "bearing capacity". If you found a bearing pressure calculation for a large circle with a hole in it, you'd likely need to run the calculations for the soils within the "seat of settlement" anyhow. You should look at Meyerhof for more information on foundation bearing capacity for unusual loading conditions.
f-d
RE: BEARING CAPACITY OF ANNULAR MAT FOUNDATION
RE: BEARING CAPACITY OF ANNULAR MAT FOUNDATION
I get cited references from interlibrary loan. I suggest you contact your State library (if you're in the US) or through a university.
f-d