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CivilSoil Mechanics
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For uniformly graded soil the uniformity coefficient (Cu) is...........

A

1

B

4

C

6

D

8

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilSoil Mechanics
Option A

1

Quick Summary:

For a uniformly graded soil, the particle size distribution curve is nearly vertical, indicating that all particles are of approximately the same size. Consequently, the diameter at 60% finer (D60D_{60}D60тАЛ) is equal to the diameter at 10% finer (D10D_{10}D10тАЛ), making the uniformity coefficient CuC_uCuтАЛ equal to 1.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

For a uniformly graded soil, the particle size distribution curve is nearly vertical, indicating that all particles are of approximately the same size. Consequently, the diameter at 60% finer (D60D_{60}D60тАЛ) is equal to the diameter at 10% finer (D10D_{10}D10тАЛ), making the uniformity coefficient CuC_uCuтАЛ equal to 1.

ЁЯФв Key Formulas

Cu=D60D10C_u = \frac{D_{60}}{D_{10}}CuтАЛ=D10тАЛD60тАЛтАЛ тАФ Definition of the Uniformity Coefficient

Cc=(D30)2D10├ЧD60C_c = \frac{(D_{30})^2}{D_{10} \times D_{60}}CcтАЛ=D10тАЛ├ЧD60тАЛ(D30тАЛ)2тАЛ тАФ Definition of the Coefficient of Curvature

тЪЩя╕П Working Principle

The uniformity coefficient (CuC_uCuтАЛ) is a dimensionless parameter used to assess the range of particle sizes in a soil sample. It is defined as the ratio D60/D10D_{60}/D_{10}D60тАЛ/D10тАЛ. In perfectly uniform soil, D60=D10D_{60} = D_{10}D60тАЛ=D10тАЛ, leading to Cu=1C_u = 1CuтАЛ=1. As the range of particle sizes increases (well-graded soil), CuC_uCuтАЛ increases significantly, often exceeding 4 or 6 for sands and gravels respectively.

ЁЯУМ Key Points
  • тЦ╕

    Uniformly graded soil is also known as poorly graded or gap-graded depending on the distribution.

  • тЦ╕

    A soil is considered well-graded if Cu>4C_u > 4CuтАЛ>4 for gravel and Cu>6C_u > 6CuтАЛ>6 for sand.

  • тЦ╕

    Uniformly graded soil is characterized by a very steep grain size distribution curve.

тЬЕ Advantages
  • тЦ╕

    Simple parameter to represent the uniformity of grain size distribution.

  • тЦ╕

    Helps in distinguishing between well-graded and poorly-graded soils.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Does not account for the shape of the particle size distribution curve between 10% and 60% finer.

  • тЦ╕

    Cannot be used alone to fully characterize the engineering properties of soil.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Soil classification according to the Unified Soil Classification System (USCS).

  • тЦ╕

    Assessing suitability of materials for base course construction and filtration.

ЁЯУД Additional Information
  • тЦ╕

    The diameter DnD_nDnтАЛ represents the size such that n%n\%n% of the soil particles are finer than this diameter.

  • тЦ╕

    Options B, C, and D represent higher values of CuC_uCuтАЛ, which correspond to well-graded soils, not uniformly graded ones.

ЁЯУК Diagram / Illustration
Uniformity Coefficient (Cс╡д)DтВЖтВАDтВБтВАFor uniform soil: DтВЖтВА = DтВБтВАтЗТ Cс╡д = 1
тЬЕ

A is correct тАФ For a uniformly graded soil, the uniformity coefficient is 1 because D60D_{60}D60тАЛ and D10D_{10}D10тАЛ are approximately equal.

Core Concepts Used
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Particle Size Distribution Uniformity Coefficient Soil Gradation
ЁЯТб EXAM TIP

Remember that CuC_uCuтАЛ measures the range of sizes; higher values mean a wider range of particle sizes, whereas Cu=1C_u = 1CuтАЛ=1 is the theoretical lower limit for a single-sized soil.

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