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Q. Computation of Settlement?
The settlement in any soil mass under an applied stress is given by
s = si + sc + ss
S = total settlement,
Si = immediate (or elastic) settlement,
Sc = primary consolidation settlement, and
Ss = secondary consideration'settlement.
In granular soils, elastic settlement is the predominant part. In inorganic silts and clays, the primary consolidation settlement probably predominates. The secondary consolidation settlement forms the major part of the total settlement in highly organic soils and peats.
Binder: Normally 60/70 penetration grade, and provides cohesion to the mixture and increases its stability. The mix design is done by the Marshall test, in which a specimen
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Spalling reinforcement for pre stressing works in anchor blocks Reinforcement of anchor blocks in prestressing works usuallycomprises equilibrium reinforcement, bursting reinfo
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