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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 +

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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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 +
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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