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CivilSoil Mechanics
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The coefficient of permeability of soil

A

increases with increase in temperature

B

increases with decrease in temperature

C

decreases with increase in temperature

D

has no relation with temperature

Correct Answer

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

increases with increase in temperature

Quick Summary:

The coefficient of permeability (kkk) of soil is directly proportional to the unit weight of the pore fluid (gammaw\\gamma_wgammawтАЛ) and inversely proportional to the dynamic viscosity of the pore fluid (╬╝\mu╬╝). As temperature increases, the viscosity of water decreases significantly, leading to an increase in the coefficient of permeability.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

The coefficient of permeability (kkk) of soil is directly proportional to the unit weight of the pore fluid (gammaw\\gamma_wgammawтАЛ) and inversely proportional to the dynamic viscosity of the pore fluid (╬╝\mu╬╝). As temperature increases, the viscosity of water decreases significantly, leading to an increase in the coefficient of permeability.

ЁЯФв Key Formulas

k=fracgammawmuKk = \\frac{\\gamma_w}{\\mu} Kk=fracgammawтАЛmuK тАФ General permeability equation

kT=k20cdotfracmu20muTk_{T} = k_{20} \\cdot \\frac{\\mu_{20}}{\\mu_{T}}kTтАЛ=k20тАЛcdotfracmu20тАЛmuTтАЛ тАФ Temperature correction formula

тЪЩя╕П Working Principle

According to Darcy's Law and the Kozeny-Carman equation, k=fracgammawmuKk = \\frac{\\gamma_w}{\\mu} Kk=fracgammawтАЛmuK, where KKK is the intrinsic permeability of the soil skeleton (a property of the pore structure). Because viscosity mu\\mumu of water drops rapidly with a rise in temperature, the ratio fracgammawmu\\frac{\\gamma_w}{\\mu}fracgammawтАЛmu increases, effectively allowing water to flow more easily through the soil pores.

ЁЯУМ Key Points
  • тЦ╕

    Permeability is strongly dependent on the viscosity of the pore fluid.

  • тЦ╕

    The intrinsic permeability (KKK) remains constant for a given soil structure.

  • тЦ╕

    Standard reporting of permeability is usually corrected to 20circC20^{\\circ}C20circC (k20k_{20}k20тАЛ).

тЬЕ Advantages
  • тЦ╕

    Allows for standardized testing results

  • тЦ╕

    Helps in predicting seepage behavior in varied climatic conditions

тЭМ Disadvantages / Limitations
  • тЦ╕

    Requires constant temperature monitoring during laboratory tests

  • тЦ╕

    Variations in viscosity can introduce significant errors if not corrected

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Dam seepage analysis

  • тЦ╕

    Groundwater flow modeling

  • тЦ╕

    Foundation drainage design

ЁЯУД Additional Information
  • тЦ╕

    The viscosity of water decreases by approximately 2-3% per degree Celsius increase near room temperature.

  • тЦ╕

    Option B and C are incorrect as they imply an inverse or null relationship, which contradicts the fluid dynamics of viscous flow through porous media.

ЁЯУК Diagram / Illustration
Permeability Dependencyk тИЭ ╬│_w / ╬╝Temperature тЖС implies ╬╝тЖУ implies k тЖСInverse relationship with viscosity
тЬЕ

A is correct тАФ The coefficient of permeability increases with an increase in temperature due to the decrease in the dynamic viscosity of the pore fluid.

Core Concepts Used
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Darcy's Law Fluid Viscosity Intrinsic Permeability
ЁЯТб EXAM TIP

Always remember that permeability is not just a soil property but a fluid-soil interaction; if the fluid is thicker (higher viscosity), the soil appears less permeable.

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