Solve it please., The laboratory consolidationdata for anundisturbed clay sample are as follows:= 1.00,-e₁ = T₁ = 85 kN / m² and e₂ = 0.80,e2₂ = 465 kN/m². The void ratio for apressure of 600 kN/m² is.

Given- Undisturbed clay sample- e1=1.00,σ1=85 kN/m2,&e2=0.80,σ2=4655 kN/m2, It is needed to find…

The laboratory consolidation data for an undisturbed clay sample are as follows: 1.00, e₁ = 1.00, ₁ = T₁ = 85 kN / m² and e₂ = 0.80, e2 ₂ = 465 kN / m². The void ratio for a pressure of 600 kN/m² is.

The laboratory consolidation data for an undisturbed clay sample are as follows: 1.00, e₁ = 1.00, ₁ = T₁ = 85 kN / m² and e₂ = 0.80, e2 ₂ = 465 kN / m². The void ratio for a pressure of 600 kN/m² is.

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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Concept explainers

Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.

Question

Solve it please.,

The laboratory consolidation
data for an
undisturbed clay sample are as follows:
= 1.00,
-
e₁ = T₁ = 85 kN / m² and e₂ = 0.80,
e2
₂ = 465 kN/m². The void ratio for a
pressure of 600 kN/m² is.

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