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Q. False set in pile driving?
For pile driving in certain soils such as dense silt and weathered rock, occurrence of false set phenomenon isn't uncommon. During the driving process, negative pore water pressure is developed and driven piles appear to have sufficient capacity during pile driving as the built-up of negative pore water pressure results in an apparent temporary increase in driving strength andresistance. Though sometime after the pile driving, dissipation of this negative pore water pressure will decrease the bearing strength in resisting the design loads. Occasionally the presence of cracks along pile sections can bring about the problem of false set by dampening effect of stress wavesby these cracks. To evade the problem of false set, a specific percentage of constructed piles must be chosen to perform re-driving to check for false set phenomenon.
Q- What are loads and forces taken into account for designing a pile and what is load carrying capacity of a pile. Ans. For designing a pile the following loads and force ar
• Applied loads result in internal forces consisting of a shear force (from the shear stress distribution) and a bending moment (from the normal stress distribution) • Bending s
the cooke''s reversible level
Break even point: EM Electricals, Inc., contains fixed costs of Rs. 600,000 this period. Variable costs involved labour charges of Rs.100 per unit and material cost of Rs. 200
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HOW WE DRAW THE BENDING MOMENT DIAGRAM
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