COURSE: GEOTECHNICS
please I need the answer within 1:30-2 hours maximum otherwiseit's not useful for me, Thank You
The results of a constant head permeability test for a fine sand having a diameter of 90 mm and a length of 160 mm are given as follow. constant head difference water collected in 7 min void ratio of sand =580 mm=470 cm3=0.8 Determine (i) Hydraulic conductivity in, k in ( cm/sec). (4 marks) (ii) Seepage velocity. (4 marks)
COURSE: GEOTECHNICS please I need the answer within 1:30-2 hours maximum otherwise it's not useful for me, Thank You
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answerhappygod
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COURSE: GEOTECHNICS please I need the answer within 1:30-2 hours maximum otherwise it's not useful for me, Thank You
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