Hello every body!, Can any one support me for calculating group effect circular cast insitu concrete piles for medium sand column up to 0-8m and then sandstone( weak to moderately weak) upto 25m. considered pile diameter is 60cm with workig load of 915kN.
thanks
Hai every body!
Can any help me out to find out the flow rate and settlment induced by dewatering for Non destructive road crossing works? the soil soil profile is medium dense( with average spt N=15)SANDY SOIL and water table is 2-3m down from surface level?