ground surface Ya-15.6 kNm YsaF16.6 kNhm3 4 m V water table Clay 5 m You=17,8 kN/


ground surface<br>Ya-15.6 kNm<br>YsaF16.6 kNhm3<br>4 m<br>V water table<br>Clay<br>5 m<br>You=17,8 kN/<br>

Extracted text: ground surface Ya-15.6 kNm YsaF16.6 kNhm3 4 m V water table Clay 5 m You=17,8 kN/
A granular soil deposit is 4 m. thick and underlying it is a clay having a<br>thickness of 5 m. There is a water table at the interface of the soil and the<br>clay. Unit weight of sand is 15.6 kN/m and saturated unit weight of clay is<br>17.8 kN/m.<br>O What is the effective stress at the bottom of the clay?<br>O If the water table rises to the level of the soil surface, what is the effective<br>stress at the bottom of the clay?<br>O f the water is 3 m. above the soil surface, what is the effective stress at the<br>bottom of the clay?<br>

Extracted text: A granular soil deposit is 4 m. thick and underlying it is a clay having a thickness of 5 m. There is a water table at the interface of the soil and the clay. Unit weight of sand is 15.6 kN/m and saturated unit weight of clay is 17.8 kN/m. O What is the effective stress at the bottom of the clay? O If the water table rises to the level of the soil surface, what is the effective stress at the bottom of the clay? O f the water is 3 m. above the soil surface, what is the effective stress at the bottom of the clay?

Jun 11, 2022
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