thats all that is given
. . b) For the soil profile shown in Fig Q3. Soil 1 has the following characteristics: bulk density of 1850 Kg/m with Ø = 26° and C = OkPa. Soil 2 has the following characteristics: bulk density of 1910 Kg/m3 with Ø = 34°, C = 0 kPa Assuming active conditions exist draw the stress profile that would develop and calculate the thrust and position of the thrust that would develop against the wall. (10 marks) ay 20
(5 marks) 301CIVH Question 3 In the case of lateral earth pressures: a) Describe the difference between the development of active and passive pressures (5 marks) b) For the soil profile shown in Fig 03 • Sol 1 has the following characteristics: bulk density of 1850 Kgim with = 26 and C = OkPa. • Soil 2 has the following characteristics: bulk density of 1910 Kolm! with Ø - 34", C = OkPa Assuming active conditions exist draw the stress profile that would develop and calculate the thrust and position of the thrust that would develop against the wall (10 marks) c) The sol in Fo G3 is re-examined and the soil properties are found to be different to those assumed in part • Soil 1 has the following characteristics: bulk density of 1810 Kom! with 26" and C15Pa • Soll 2 has the following characteristics: bulk density of 1950 Km with 24", C20 kPa Calculate the difference in magnitude position and trust to the soll outline in part b) (10 marks) Er AelAI AUPE Lr Ru xd Ps69
. . b) For the soil profile shown in Fig Q3. Soil 1 has the following characteristics: bulk density of 1850 Kg/m with Ø
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. . b) For the soil profile shown in Fig Q3. Soil 1 has the following characteristics: bulk density of 1850 Kg/m with Ø
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