Table 2 shows the soil profile and the relevant soil parameters and the loading parameters. Determine the primary consolidation settlement of the clay if; I. The clay is normally consolidated OCR = 1 Table 2 Load Ao = 950 lb/ft² H1 = 5ft H2 = 10ft H3 =15ft Soil Layer thickness %3D H1 Sand: Sand Ya = 112 lb/ft3 123 lb/ft3 H2 Ysat Clay: Soil Clay Properties Y sat = 120 lb/ft3 LL = 46 e = 0.70 Sand Cc=0.324 Figure 1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Table 2 shows the soil profile and the relevant soil parameters and the loading parameters.
Determine the primary consolidation settlement of the clay if;
I.
The clay is normally consolidated
OCR = 1
Table 2
Ao = 950 lb/ft²
H1 = 5ft
H2 = 10ft
H3 =15ft
Load
Soil
to
Layer
thickness
H1
Sand:
Sand
112 lb/ft3
123 lb/ft3
Ya
H2
Ysat
Clay:
Soil
Clay
= 120 lb/ft3
H3
Properties
Ysat
LL = 46
e = 0.70
Sand
Cc=0.324
Figure 1
Transcribed Image Text:Table 2 shows the soil profile and the relevant soil parameters and the loading parameters. Determine the primary consolidation settlement of the clay if; I. The clay is normally consolidated OCR = 1 Table 2 Ao = 950 lb/ft² H1 = 5ft H2 = 10ft H3 =15ft Load Soil to Layer thickness H1 Sand: Sand 112 lb/ft3 123 lb/ft3 Ya H2 Ysat Clay: Soil Clay = 120 lb/ft3 H3 Properties Ysat LL = 46 e = 0.70 Sand Cc=0.324 Figure 1
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