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Although the calculation of foundation settlements in sand from SPT values has received attention from a number of authors, the problem of calculating bearing capacity has been largely ignored. In a previous paper the writer proposed a simple method of calculating settlement directly from measured N values and it is proposed here to investigate the possiblitity of similarly developing a method of calculating bearing capacity directly from observed N values.
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R. H. G. Parry (1977) studied this question.
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