1. For the soil profile shown below, calculate and plot a profile of total vertical stress, pore water pressure and effective vertical stress with depth. The position of the water table is shown. Take into account water held in capillary action. Assume the height of capillary rise is 5 feet and that the sand within the zone of capillary rise is 100% saturated. Above the zone of capillary rise, the sand has a moist unit weight equal to the total unit weight given of 112 lb/ft³. Depth (ft) 0 10 20 50 f Moist Sand Saturated Clay Yr = 112 lb/ft³ Ya=120 lb/ft³ Ya=125 lb/ft³ +
1. For the soil profile shown below, calculate and plot a profile of total vertical stress, pore water pressure and effective vertical stress with depth. The position of the water table is shown. Take into account water held in capillary action. Assume the height of capillary rise is 5 feet and that the sand within the zone of capillary rise is 100% saturated. Above the zone of capillary rise, the sand has a moist unit weight equal to the total unit weight given of 112 lb/ft³. Depth (ft) 0 10 20 50 f Moist Sand Saturated Clay Yr = 112 lb/ft³ Ya=120 lb/ft³ Ya=125 lb/ft³ +
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1.
For the soil profile shown below, calculate and plot a profile of total vertical stress, pore
water pressure and effective vertical stress with depth. The position of the water table is
shown. Take into account water held in capillary action. Assume the height of capillary
rise is 5 feet and that the sand within the zone of capillary rise is 100% saturated.
Above the zone of capillary rise, the sand has a moist unit weight equal to the total unit
weight given of 112 lb/ft³.
Depth (ft)
0
10
20
50
!
Moist
Sand
Saturated
Clay
YT=112 lb/ft³
Ya=120 lb/ft³
Ya= 125 lb/ft³
+
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