HOMEWORK SOLUTION
HW #3
GEOTECHNICAL ENGINEERING I
(Question no. 3.22-d,f, 3.24-b,e, 3.25-b,e Al-Khafaji textbook)
3.22d % passing #4 = 80 % retained #4 = 100-80 = 20
% passing #200 = 20 % retained (#4-#200) = 80-20 = 60
LL = 40
PL = 32
PI = 40-42=8
< 50% passing #200 coarse grained
< 50% retained #4 sand
> 12% passing #200 use plasticity chart by plotting
LL = 40 and PI= 8 ML
Then the soil is SM
≥ 15% gravel Silty Sand with Gravel . Ans.
3.22d % passing #4 = 87 % retained #4 = 100-87 = 13
% passing #200 = 40 % retained (#4-#200) = 87-40 = 47
LL = 62
PL = 25
PI = 62-25=37
< 50% passing #200 coarse grained
< 50% retained #4 sand
> 12% passing #200 use plasticity chart by plotting
LL = 62 and PI= 37 CH
Then the soil is SC
≥ 15% gravel Clayey Sand . Ans.
3.22d % passing #4 = 74 % retained #4 = 100-74 = 26
% passing #200 = 12 % retained (#4-#200) = 74-12 = 62
LL = 19
PL = 12
PI = 19-12=7
D60 = 2.34
D30 = 0.48 interpolation
D10 = 0.034
< 50% passing #200 coarse grained
< 50% retained #4 sand
5-12% passing #200 has double symbol
Since Cu > 6 and Cc 1≤Cc≤3 and using plasticity chart by plotting LL &PI
CL ML
Then the soil is SW SC
≥15% gravel Well graded sand with clay and gravel
( or silty clay and gravel) .ans.
3.24e % passing #4 = 100 % retained #4 = 100-100 = 26
% passing #200 = 4 % retained (#4-#200) = 100-4 = 96
D60 = 1.87
D30 = 0.55 interpolation
D10 = 0.2
< 50% passing #200 coarse grained
< 50% retained #4 sand
< 5% passing #200 and Cu<6 or 1>Cc>3 then soil SP
< 15% gravel then the soil is Poorly graded sand ..ans.
3.25b % passing #10 = 58 LL=19
% passing #40 = 29 PL=12
% passing #200 = 12 PI = LL-PL=7
< 35% passing #200 Granular Material
From figure 3.18 left to right we obtain the soil is
A 2 4 Silty or clayey gravel and sand (excellent to good) ..ans.
3.25b % passing #10 = 62
% passing #40 = 24
% passing #200 = 4
< 35% passing #200 Granular Material
From figure 3.18 left to right we obtain the soil is
A 1 b Stone fragments, gravel, and sand (excellent to good) ..ans.