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Q7- For the soil profile and loading condition shown in figure. The final settlement of the clay layer is found to be (60mm) due to the application of the (1 m) fill. Find: a) The unit weight of the fill, if the void ratio at the end of the consolidation is (0.5). b) If a pizometer was inserted at point (A) in the clay layer, find the reading of the pizometer (hp) after (22 months) from the application of the fill. 2 m 2 m 6 m Fill, Yfill, Hfill = 1 ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ Sand Y = 17 kN/m³ 7 Sand Y = 20 kN/m³ Clay, NCC Cc = 0.2 cv = 0.5 m²/yr Y = 21 kN/m³ Sand 1.5 m Y = 20 kN/m³ A Pizometer

Q7- For the soil profile and loading condition shown in figure. The final settlement of the clay layer is found to be (60mm) due to the application of the (1 m) fill. Find: a) The unit weight of the fill, if the void ratio at the end of the consolidation is (0.5). b) If a pizometer was inserted at point (A) in the clay layer, find the reading of the pizometer (hp) after (22 months) from the application of the fill. 2 m 2 m 6 m Fill, Yfill, Hfill = 1 ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ Sand Y = 17 kN/m³ 7 Sand Y = 20 kN/m³ Clay, NCC Cc = 0.2 cv = 0.5 m²/yr Y = 21 kN/m³ Sand 1.5 m Y = 20 kN/m³ A Pizometer

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Soil cosolidation
Q7- For the soil profile and loading condition shown in figure. The final settlement of the clay layer is found to be (60mm) due to the application of the (1 m) fill. Find: a) The unit weight of the fill, if the void ratio at the end of the consolidation is (0.5). b) If a pizometer was inserted at point (A) in the clay layer, find the reading of the pizometer (hp) after (22 months) from the application of the fill. 2 m 2 m 6 m Fill, Yfill, Hfill = 1 ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ Sand Y = 17 kN/m³ 7 Sand Y = 20 kN/m³ Clay, NCC Cc = 0.2 Cy= 0.5 m²/yr Y = 21 kN/m³ Sand 1.5 m Y = 20 kN/m³ A Pizometer
Transcribed Image Text:Q7- For the soil profile and loading condition shown in figure. The final settlement of the clay layer is found to be (60mm) due to the application of the (1 m) fill. Find: a) The unit weight of the fill, if the void ratio at the end of the consolidation is (0.5). b) If a pizometer was inserted at point (A) in the clay layer, find the reading of the pizometer (hp) after (22 months) from the application of the fill. 2 m 2 m 6 m Fill, Yfill, Hfill = 1 ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ Sand Y = 17 kN/m³ 7 Sand Y = 20 kN/m³ Clay, NCC Cc = 0.2 Cy= 0.5 m²/yr Y = 21 kN/m³ Sand 1.5 m Y = 20 kN/m³ A Pizometer
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