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Back to Practice Questions
CivilSoil Mechanics
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As per IS classification SM soil is known as

A

Silty clay

B

Silty gravel

C

Sandy gravel

D

Silty sand

Correct Answer

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

Silty sand

Quick Summary:

According to the Indian Standard Classification System (ISCS) defined in IS: 1498, soil symbols are represented by two letters ┬╖ The first letter denotes the primary grain size (S for Sand, M for Silt, C for Clay, G for Gravel) and the second letter denotes the plasticity or gradation characteristics (M for Silt, C for Clay, W for Well-graded, P for Poorly-graded) ┬╖ Thus, 'SM' denotes Silty Sand.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

According to the Indian Standard Classification System (ISCS) defined in IS: 1498, soil symbols are represented by two letters ┬╖ The first letter denotes the primary grain size (S for Sand, M for Silt, C for Clay, G for Gravel) and the second letter denotes the plasticity or gradation characteristics (M for Silt, C for Clay, W for Well-graded, P for Poorly-graded) ┬╖ Thus, 'SM' denotes Silty Sand.

ЁЯФв Key Formulas

Cu=D60D10C_u = \frac{D_{60}}{D_{10}}CuтАЛ=D10тАЛD60тАЛтАЛ тАФ Coefficient of Uniformity (used for grading)

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

тЪЩя╕П Working Principle

The ISCS system uses a binary coding method where the primary constituent is placed first and the secondary property is placed second ┬╖ For 'SM', 'S' represents the coarse fraction (sand-sized particles) and 'M' (from the Swedish word 'mo') indicates that the fine-grained fraction is predominantly silty in nature, exhibiting low plasticity.

ЁЯУМ Key Points
  • тЦ╕

    S stands for Sand (particles passing 4.75 mm IS sieve and retained on 75 micron IS sieve).

  • тЦ╕

    M stands for Silt (particles passing 75 micron IS sieve with low to medium plasticity).

  • тЦ╕

    IS classification is based on grain size distribution and Atterberg limits.

  • тЦ╕

    SM is a coarse-grained soil where more than 50% of the coarse fraction passes the 4.75 mm sieve.

тЬЕ Advantages
  • тЦ╕

    Uniform system for engineering communication.

  • тЦ╕

    Predicts soil performance in construction projects.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Does not explicitly account for particle shape.

  • тЦ╕

    Requires laboratory testing (sieve analysis and Atterberg limits).

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Foundation engineering.

  • тЦ╕

    Pavement subgrade design.

ЁЯУД Additional Information
  • тЦ╕

    Option A (Silty clay) would be classified as 'ML' or 'MH' depending on plasticity.

  • тЦ╕

    Option B (Silty gravel) is represented by 'GM'.

  • тЦ╕

    Option C (Sandy gravel) is represented by 'GW' or 'GP'.

ЁЯУК Diagram / Illustration
ISCS Soil Symbol: SMS (Primary constituent: Sand)M (Secondary property: Silt)Interpretation: Silty Sand
тЬЕ

D is correct тАФ The symbol SM represents a coarse-grained soil that is predominantly sand (S) with a silty (M) fines content.

Core Concepts Used
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Indian Standard Soil Classification System Grain size analysis Plasticity characteristics
ЁЯТб EXAM TIP

Remember that 'M' stands for silt (Swedish 'mo') and 'C' stands for clay ┬╖ Always pair the primary texture first and the secondary behavior modifier second.

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