Thank you! I like how you explained it in a timely manner.
@oMKBhogata Жыл бұрын
Thank you Mam, This tophic haunts me all the time... When it comes to identify the Pre and over conso. Stresses
@libanilmiguedi45053 жыл бұрын
What if for the pre consolidation settlement we have only sigma without the prime ? Is that mean that we will calculate sigma prime but differencing sigma and the pore water?
@enamulislam.meraj1120 Жыл бұрын
if the question was asked for total settlement and the datas of bottom sand layer was given, should we take half of the bottom sand layer depth and full depth of clay layer during effective stress calculation?
@steel63223 жыл бұрын
Salamat Po from USA
@shivjeetalAcademy11 ай бұрын
Void ratio changes in case of occ soil ?
@Jaffnamohan55611 ай бұрын
at first stage when the effective stress at mid of the clay calculated , pore water pressure was not detected from total pressure , (or total pressure was taken as effective pressure ). is it correct ?pls advice
@hollygraham9997 Жыл бұрын
What is this method called? For the primary consolidation settlement, thanks.
@sagmus92882 жыл бұрын
thank you Dr. Maria
@blueking999195 ай бұрын
Thank u Dr.
@haiderkhan8651 Жыл бұрын
good job
@anjunaderrick49202 ай бұрын
Thanks 😊
@kennethalcause57243 жыл бұрын
Thank you maam
@kovalkeane67883 жыл бұрын
does the question change if instead of a uniformly distributed load....we are given a point load?
@Hitngan
3 жыл бұрын
Yes then you would use Bousinesq to calc the variation in increase of effective stress with depth.
@ilyessellami62052 жыл бұрын
Merci
@shivjeetalAcademy11 ай бұрын
The soil is behaves like NCC and OCC both ,void ratio changes in case of occ soil. This is wrong solution..
Пікірлер: 17
Thank you! I like how you explained it in a timely manner.
Thank you Mam, This tophic haunts me all the time... When it comes to identify the Pre and over conso. Stresses
What if for the pre consolidation settlement we have only sigma without the prime ? Is that mean that we will calculate sigma prime but differencing sigma and the pore water?
if the question was asked for total settlement and the datas of bottom sand layer was given, should we take half of the bottom sand layer depth and full depth of clay layer during effective stress calculation?
Salamat Po from USA
Void ratio changes in case of occ soil ?
at first stage when the effective stress at mid of the clay calculated , pore water pressure was not detected from total pressure , (or total pressure was taken as effective pressure ). is it correct ?pls advice
What is this method called? For the primary consolidation settlement, thanks.
thank you Dr. Maria
Thank u Dr.
good job
Thanks 😊
Thank you maam
does the question change if instead of a uniformly distributed load....we are given a point load?
@Hitngan
3 жыл бұрын
Yes then you would use Bousinesq to calc the variation in increase of effective stress with depth.
Merci
The soil is behaves like NCC and OCC both ,void ratio changes in case of occ soil. This is wrong solution..