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A saturated clay layer 4 m thick is located 6 m below GL. The void ratio of the clay is 1.0. When a raft foundation is located at 2 m below GL, the stresses at the top and bottom of the clay layer enhanced by 150 and 100 kN/m2 respectively. Calculate the consolidation settlement if the coefficient of compressibility 0.002 cm2/N
Define Recommendations for confined elastomeric pad? (a) Permissible limits for confined pressure on elastomer pad depends upon effectiveness of internal seal preventing it fr
what is plastic?its types and composition and its uses as engineering material
Soil pressure enhances with depth due to the overburden or self-weight of the soil and because of loads imposed upon the soil. For example, the pressure variation below the dept
LOSS OF PRESTRESS DUE TO SHRINKAGE OF CONCRETE We know that concrete shrinks in volume when it dries up. This volume reduction takes place in the form of reduction of all dime
I need some help sizing a rectangular plate that will distribute my load to the simply supported beams below.
after formation of the soil under raft some area around the lift pit for example will be on tipping shape and some column placed in the same area the question how we place the col
Question If on-site slump test fails, is it necessary that engineers allow a contractor to continue concreting works ? Answer This is an extremely traditional question raised by
show the diagram for non coplanar non concurrent force system
i want a complete flow chart of dry process of cement
Elongation of bar due to self weight
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