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today we are going to discuss the settlement analysis principle criteria for foundation design when designing foundations two principle criteria must be satisfied number one maintaining stability number two limiting settlement so these are the two criteria principle criteria that must be satisfied therefore the allowable bearing capacity Q allowable should be the smaller of the following two Qs of you or factor of safety so this is basically the safe pressure that does not cause bearing failure and this one that is the Q corresponding to allowable settlement you can say that this is the safe pressure that does not cause unacceptable settlement so the smaller of the two will be considered as the allowable bearing capacity types of settlements from structural consideration there are two types of settlements uniform settlement and the differential settlement and the both should be within the acceptable limit given in the building code so here you can see one building before settlement a
