GATE Papers >> Civil >> 2011 >> Question No 49

Question No. 49 Civil | GATE 2011

A sand layer found at sea floor under 20 m water depth is characterized with relative density=40%, maximum void ratio=1.0, minimum void ratio =0.5 and specific gravity of soil solids =2.67. Assume the specific gravity of sea water to be 1.03 and the unit weight of fresh water to be 9.81 kN/m3

what would be the change in the effective stress (rounded off to the nearest integer value of kpa) at 30 m depth into the sand layer if the sea water level permanently rises by 2 m?

Answer : (B) 0 kpa

jjPe1f levitra nizagara

Posted on  18/10/2020 19:45:18  by  dobsonz
GCF98x viagra cialis buy

Posted on  01/11/2020 19:59:59  by  johnanx
dtLBuT write my essay

Posted on  04/12/2020 00:52:07  by  dobson
7Lcl4s xnxx videos

Posted on  12/12/2020 21:13:20  by  johnan

Posted on  13/12/2020 04:15:09  by  dobson

Posted on  15/12/2020 05:15:14  by  dobson

Posted on  09/01/2021 08:43:29  by  dobson
uuAEs3 waldorf doll

Posted on  09/01/2021 12:58:05  by  johnanz

Posted on  17/01/2021 09:59:01  by  johnanz

Posted on  26/01/2021 13:31:45  by  markus

Posted on  27/01/2021 14:18:48  by  markus
Leave a comment