A footing of a building transmits the following stresses on points A and B of the normally consolidated clay: 1.
normally consolidated clay:
- Stress at A: 100 kN/m2
.
- Stress in B: 250 kN/m2
.
The differential settlement (by primary consolidation) between points A and B is to be determined.
A and B.
Zapata Arena seca seco= 17 Kym 5m Nivel testino А 1.5m Port: 19.5 km B Arcilla Ll: 501, 8m lo: 0.75 Vsut = 20 km
A footing of a building transmits the following stresses on points A and B of the normally consolidated clay: 1. normal
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A footing of a building transmits the following stresses on points A and B of the normally consolidated clay: 1. normal
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