A normally consolidated clay in the field has the following properties: Compression index = 0.26 Initial void ratio (eo) = 0.85 Effective stress at the middle of the clay layer = 136 kPa Average increase in vertical pressure (AP) = 45 kPa Secondary compression index (Ca) = 0.02 Thickness of the clay layer = 3.10 m a. Solve for the expected settlement due to primary consolidation (0.054m) b. Solve for the secondary consolidation settlement after 6 years assuming that the primary consolidation settlement is completed after 2 years. (0.054m) What is the total consolidation settlement of the clay layer after 6 years? (0.108m) %3D %3D C.

A normally consolidated clay in the field has the following properties: Compression index = 0.26 Initial void ratio (eo) = 0.85 Effective stress at the middle of the clay layer = 136 kPa Average increase in vertical pressure (AP) = 45 kPa Secondary compression index (Ca) = 0.02 Thickness of the clay layer = 3.10 m a. Solve for the expected settlement due to primary consolidation (0.054m) b. Solve for the secondary consolidation settlement after 6 years assuming that the primary consolidation settlement is completed after 2 years. (0.054m) What is the total consolidation settlement of the clay layer after 6 years? (0.108m) %3D %3D C.

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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Concept explainers

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.

Question

Show solution. The answer must be

A. 0.054m

B. 0.054m

C. 0.108m

A normally consolidated clay in the field has the following properties:
Compression index = 0.26
Initial void ratio (eo) = 0.85
Effective stress at the middle of the clay layer = 136 kPa
Average increase in vertical pressure (AP) = 45 kPa
Secondary compression index (Ca) = 0.02
Thickness of the clay layer = 3.10 m
a. Solve for the expected settlement due to primary consolidation (0.054m)
b. Solve for the secondary consolidation settlement after 6 years assuming that the primary
consolidation settlement is completed after 2 years. (0.054m)
c. What is the total consolidation settlement of the clay layer after 6 years? (0.108m)

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