state the algebraic equations showing the
State the algebraic equations showing the variation of safe bearing capacity of soil (for clay and sand to be given separately) in shallow foundation with:
(i) depth of foundation;
(ii) width of foundation; and
(iii) position of water table
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the aim of monopolist is to maximise profit therefore he would produce that level of output and charge that price which gives him maximum profits he
describe general shear failure and local shear failure differentiate amongi shallow foundation and deep foundationii gross and net
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state the algebraic equations showing the variation of safe bearing capacity of soil for clay and sand to be given separately in shallow foundation
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all soils subjected to stress undergo strain this will be taking place within the soil skeleton this strain is caused by rolling slipping sliding and
q what is immediate settlementstrain in all coarse grained dry or partly saturated fine grained soils occur immediately after the application of
q describe the consolidation settlementthe resulting settlements which are time-dependent and are termed consolidation settlements after the
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