Find out the corrected SPT N value (N1)60(CORR).
Given:
(1) Field N value = 17;
(2) Testing Depth = 6 m below ground level;
(3) Soil Type: Fine sand with trace mica;
(4) The unit weight of the soil above the ground water is 19
kN/m3 ;
(5) No water table was observed within this depth. (6) Standard
penetration test was performed with standard split spoon sampler
and hand dropped donut hammer. Bore diameter was 100 mm.
Find out the corrected SPT N value (N1)60(CORR). Given: (1) Field N value = 17; (2) Testing Depth = 6 m below ground lev
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