Examoogle
ExamsTest SeriesCBATRank CheckPrevious Year PapersPassBook StoreMy BooksAI Tutor
ЁЯЫТ0
рдЕA
Examoogle

India's most trusted platform for competitive exam PDF books. Expert-authored, watermark-protected, instant access.

Exams & Practice
All Exams & SyllabusMock Test SeriesPrevious Year PapersPractice Questions (MCQs)Recruitment Notifications
Quick Links
Examoogle AI TutorExam NewsBook StoreMy BooksLogin / Sign Up
Support
About UsRefund PolicyPrivacy PolicyTerms of UseContact Us
┬й 2026 Examoogle. India's #1 competitive exam AI tutor.
ЁЯФТ SSL SecuredЁЯУ▒ UPI AcceptedЁЯз╛ GST Invoice
Examoogle

Join 60,000+ competitive exam aspirants

or with email
By continuing, you agree to ourTerms of Service&Privacy Policy
Your Cart
SubtotalтВ╣0
TotalтВ╣0
Examoogle тАв User тАв info@examoogle.com тАв EE-2024-8821
Chapter 1 of 12 тАв Page 1 of 248ЁЯФТ Protected PDF тАв Watermarked
Back to Practice Questions
CivilSoil Mechanics
PrevNext

When soil is at liquid limit, liquidity index =...........

A

0

B

1

C

infinity

D

none of these

Correct Answer

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

1

Quick Summary:

The Liquidity Index (ILI_LILтАЛ) is a consistency index used to define the state of cohesive soil relative to its liquid limit (LLLLLL) and plastic limit (PLPLPL). When the natural water content (wnw_nwnтАЛ) of the soil is equal to its liquid limit (LLLLLL), the liquidity index becomes exactly 1.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

The Liquidity Index (ILI_LILтАЛ) is a consistency index used to define the state of cohesive soil relative to its liquid limit (LLLLLL) and plastic limit (PLPLPL). When the natural water content (wnw_nwnтАЛ) of the soil is equal to its liquid limit (LLLLLL), the liquidity index becomes exactly 1.

ЁЯФв Key Formulas

IL=wnтИТPLLLтИТPLI_L = \frac{w_n - PL}{LL - PL}ILтАЛ=LLтИТPLwnтАЛтИТPLтАЛ тАФ Definition of Liquidity Index

IL=1I_L = 1ILтАЛ=1 when wn=LLw_n = LLwnтАЛ=LL тАФ Condition at Liquid Limit

тЪЩя╕П Working Principle

The liquidity index is defined as IL=wnтИТPLIPI_L = \frac{w_n - PL}{IP}ILтАЛ=IPwnтАЛтИТPLтАЛ, where IPIPIP is the plasticity index (LLтИТPLLL - PLLLтИТPL). By substituting wn=LLw_n = LLwnтАЛ=LL into the equation, we get IL=LLтИТPLLLтИТPL=1I_L = \frac{LL - PL}{LL - PL} = 1ILтАЛ=LLтИТPLLLтИТPLтАЛ=1. This signifies that the soil is in a liquid state, possessing high sensitivity and low shear strength.

ЁЯУМ Key Points
  • тЦ╕

    If IL<0I_L < 0ILтАЛ<0, soil is in a semi-solid or solid state.

  • тЦ╕

    If 0<IL<10 < I_L < 10<ILтАЛ<1, soil is in a plastic state.

  • тЦ╕

    If IL>1I_L > 1ILтАЛ>1, soil behaves as a liquid (viscous fluid).

  • тЦ╕

    Liquidity index helps in assessing the consistency and sensitivity of fine-grained soils.

тЬЕ Advantages
  • тЦ╕

    Provides a quantitative measure of soil consistency.

  • тЦ╕

    Essential for evaluating the shear strength characteristics of clayey soils.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Foundation engineering for settlement prediction.

  • тЦ╕

    Assessment of soil sensitivity and remolding potential.

ЁЯУД Additional Information
  • тЦ╕

    At the plastic limit (wn=PLw_n = PLwnтАЛ=PL), the liquidity index ILI_LILтАЛ is 0.

  • тЦ╕

    Option A (0) corresponds to the Plastic Limit.

  • тЦ╕

    Option B (1) correctly corresponds to the Liquid Limit.

ЁЯУК Diagram / Illustration
Liquidity Index FormulaIтВЧ = wтВЩ - PLLL - PLAt Liquid Limit: wтВЩ = LL тЗТ IтВЧ =1
тЬЕ

B is correct тАФ At the liquid limit, the water content equals the liquid limit, which mathematically results in a liquidity index of 1.

Core Concepts Used
Click any tag to open in AI Tutor
Atterberg Limits Liquidity Index Soil Consistency
ЁЯТб EXAM TIP

Always remember that IL=0I_L = 0ILтАЛ=0 at the Plastic Limit and IL=1I_L = 1ILтАЛ=1 at the Liquid Limit; these are standard benchmarks for soil consistency evaluation.

Related Questions

CivilSoil Mechanics
The method used for studying of horizontal changes in the sub-soil is _______
CivilSoil Mechanics
Electrical resistivity method is based on measurement of _____________
CivilSoil Mechanics
The commonly used geophysical method for site exploration is ________
CivilSoil Mechanics
The type of boring method that can be used for both rock and soils are ________
CivilSoil Mechanics
The Instruments used in hand augers are _________

Discussion (0)

Loading discussion...
PrevNext