A soil profile is shown in Figure Q2 (a). Calculate the total stress, pore water pressure and effective stress at points A, B, C and D. Hence, plot the variations of the stresses with depth. Given: H1 = 4.7 m H2 = 6.4 m   H3 = 3.8 m e= 0.55 Ysat= 19.1kN/m3   w= 24% Gs = 2.61 e= 0.64

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Chapter2: Loads On Structures
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A soil profile is shown in Figure Q2 (a). Calculate the total stress, pore water
pressure and effective stress at points A, B, C and D. Hence, plot the variations of the
stresses with depth. Given:

H1 = 4.7 m H2 = 6.4 m   H3 = 3.8 m
e= 0.55 Ysat= 19.1kN/m3   w= 24%
Gs = 2.61 e= 0.64

HI =4.7 m
e = 0.55
Gs = 2.61
H2 = 6.4 m
Ysa= 19.1kN/m³
H3 =3.8 m
w = 24%
e = 0.64
Layer I
Groundwater table
H2
- Layer II
Layer III
E Dry sand E Sand E Clay Rock
Transcribed Image Text:HI =4.7 m e = 0.55 Gs = 2.61 H2 = 6.4 m Ysa= 19.1kN/m³ H3 =3.8 m w = 24% e = 0.64 Layer I Groundwater table H2 - Layer II Layer III E Dry sand E Sand E Clay Rock
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