A soil profile consists of 6 m thick clay soil over 3 m thick sand soil, which in turn lies over a hard rock. It is noticed that the steady ground water table (GWT) is at the ground level (GL). Take the saturated unit weight of clay to be 24 kN/m³ and that of sand 20 kN/m³. A wide embankment 6 m high is to be constructed from a fill having a unit weight of 18 kN/m3. Calculate the Total vertical stress, pore water pressure and the effective stress at the centre of the clay and at the centre of the sand for the conditions stated below. a) Before the construction of the embankment. b) Immediately after the construction of the embankment.
A soil profile consists of 6 m thick clay soil over 3 m thick sand soil, which in turn lies over a hard rock. It is noticed that the steady ground water table (GWT) is at the ground level (GL). Take the saturated unit weight of clay to be 24 kN/m³ and that of sand 20 kN/m³. A wide embankment 6 m high is to be constructed from a fill having a unit weight of 18 kN/m3. Calculate the Total vertical stress, pore water pressure and the effective stress at the centre of the clay and at the centre of the sand for the conditions stated below. a) Before the construction of the embankment. b) Immediately after the construction of the embankment.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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