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A soil profile is shown in Figure 11.19a. Laboratory consolidation tests were conducted on a specimen collected from the middle of the clay layer. The field consolidation curve interpolated from the laboratory test results is shown in Figure 11.19b. Calculate the settlement in the field caused by primary consolidation for a surcharge of 48 kN/m applied at the ground surface. 1.12 - 48 KNm LI0 Groundwater table 1.08 106 10m Y-18AN/m L04 L02 1.00 40.95 70 100 Pressure a log scale) (kNm) 3 Clay Rock Void ratio, e

A soil profile is shown in Figure 11.19a. Laboratory consolidation tests were conducted on a specimen collected from the middle of the clay layer. The field consolidation curve interpolated from the laboratory test results is shown in Figure 11.19b. Calculate the settlement in the field caused by primary consolidation for a surcharge of 48 kN/m applied at the ground surface. 1.12 - 48 KNm LI0 Groundwater table 1.08 106 10m Y-18AN/m L04 L02 1.00 40.95 70 100 Pressure a log scale) (kNm) 3 Clay Rock Void ratio, e

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
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.3P
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2 A soil profile is shown in Figure 11.19a. Laboratory consolidation tests were conducted on a specimen collected from the middle of the clay layer. The field consolidation curve interpolated from the laboratory test results is shown in Figure 11.19b. Calculate the settlement in the field caused by primary consolidation for a surcharge of 48 kN/m? applied at the ground surface. 1.12 48 KN/m L.10 Groundwater table 1.08 L06 o- 1.1 10m Y- 18 KN/m 104 102 1.00 40.95 70 100 Pressure a (log scale) (kN/m) E Clay Rock Void ratio, e
Transcribed Image Text:2 A soil profile is shown in Figure 11.19a. Laboratory consolidation tests were conducted on a specimen collected from the middle of the clay layer. The field consolidation curve interpolated from the laboratory test results is shown in Figure 11.19b. Calculate the settlement in the field caused by primary consolidation for a surcharge of 48 kN/m? applied at the ground surface. 1.12 48 KN/m L.10 Groundwater table 1.08 L06 o- 1.1 10m Y- 18 KN/m 104 102 1.00 40.95 70 100 Pressure a (log scale) (kN/m) E Clay Rock Void ratio, e
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