thanks Mr Mano.....^_^ }0}=-g&
for the question 1..... I believe i use the correct construction step i used. Whichmeans, dewatering when excavation under water......and all excavation above water, no need to do " groundwater calculate", right? )?;+<,
IAi|4,y_L
for the question 2..... For the sample "Lesson 4", The permeability of soil, i didn't change, whichmean the same as the example, and the construction time...i didn't put, under plastic condition only.....(the same as the example, which time = 0) V [Wo9Y\
#Dp]S,e
For my project, the permeabilty of soil is varies from 10^-6 m/s(sand)----10^-8 (Marine Clay). and also the analysis is under plastic condition.
hEq-)-^G
e0ULr!p
thanks....