Flexible Pavement Design MCQ

Test your knowledge with important Flexible Pavement Design MCQ and their applications. These MCQs are beneficial for competitive exams too. Explore 30 + more Flexible Pavement Design MCQs at Bissoy

• In how many layers is the perpetual pavement constructed?
  ক

  Three

  খ

  Four

  গ

  Two

  ঘ

  One
• What test results is the North Dakota core method based on?
  ক

  Core cutter test

  খ

  Core drilling test

  গ

  Cone density test

  ঘ

  Cone penetration test
• The top layer of the pavement must be made of the most superior quality of the material.
  ক

  True

  খ

  False
• The California Resistance Value method is a type of which of the below methods used for the design of flexible pavements?
  ক

  Theoretical method

  খ

  Empirical method

  গ

  Semi-empirical method

  ঘ

  Semi-theoretical method
• Which empirical method is not based on the strength parameter of the subgrade?
  ক

  McLeod

  খ

  Group index

  গ

  CBR

  ঘ

  Stabilometer
• Which instrument is used to characterize the in-situ material?
  ক

  Digital CBR apparatus

  খ

  Stabilometer

  গ

  Auto level consolidometer

  ঘ

  Falling weight deflectometer
• The semi-empirical method is also known as ______
  ক

  Semi-hypothetical

  খ

  Semi-practical

  গ

  Semi-theoretical

  ঘ

  Semi-factual
• Which of the below is not an input for the design of flexible pavement using the mechanistic-empirical method?
  ক

  Pavement layers thickness

  খ

  Total wheel load

  গ

  Poisson’s ratio

  ঘ

  Deflection
• Which mechanistic model is commonly used to design pavement?
  ক

  Dynamic

  খ

  Viscoelastic

  গ

  Layered elastic

  ঘ

  FEM
• The disadvantage of using a mechanical-empirical pavement design method is that it cannot be used for pavement rehabilitation design.
  ক

  True

  খ

  False
• The semi-theoretical method of flexible pavement design is based on ______
  ক

  Stress-strain function

  খ

  Subgrade strength

  গ

  Mathematical model

  ঘ

  Subgrade properties
• The design method for flexible pavements is not based on which of the below options?
  ক

  Subgrade support

  খ

  Soil strength

  গ

  Soil classification

  ঘ

  Aggregate strength
• What are the two failure criteria used for the mechanistic-empirical method?
  ক

  Cracking and fatigue

  খ

  Shrinkage cracking and fatigue cracking

  গ

  Rutting and shrinkage cracking

  ঘ

  Fatigue cracking and rutting
• ______ are pavements used to divert traffic onto it until a new pavement has been provided.
  ক

  Diversions

  খ

  Drivethroughs

  গ

  Detours

  ঘ

  Dipaves
• Which of the below is a type of empirical methods used for the design of flexible pavements?
  ক

  Group index method

  খ

  Burmister method

  গ

  Triaxial test

  ঘ

  IRC method
• Which of the following layer of pavement should withstand a high level of deformation?
  ক

  Base course

  খ

  Sub-base

  গ

  Sub-grade

  ঘ

  Surfacing course
• Which of the following pavement can be used, for construction on black cotton soils?
  ক

  Flexible pavement

  খ

  Semi-flexible pavement

  গ

  Rigid pavement

  ঘ

  All of the mentioned
• The flexible pavement-thickness consists of __________ components.
  ক

  Two

  খ

  Three

  গ

  Four

  ঘ

  Five
• Base course and sub-base course are used under flexible pavements for __________ purpose.
  ক

  To provide foundation

  খ

  To increase durability

  গ

  To increase load supporting capacity

  ঘ

  All of the mentioned
• In pavements ___________ forms the foundation layer.
  ক

  Base course

  খ

  Sub-base

  গ

  Sub-grade

  ঘ

  Wearing course
• The stability of sub-grade in a pavement is influenced by __________
  ক

  Compaction

  খ

  water contact

  গ

  Materials used

  ঘ

  Rigidity
• The wearing surface of pavement are made of _________
  ক

  Bituminous materials

  খ

  Portland cement concrete

  গ

  Dry-lean concrete

  ঘ

  Other materials
• Which of the following pavement is capable of resisting small tensile strength?
  ক

  Semi-flexible pavement

  খ

  Rigid pavement

  গ

  Flexible pavement

  ঘ

  All of the mentioned
• Rigid pavement are commonly made of ________
  ক

  Bitumen

  খ

  Portland cement concrete

  গ

  Dry-lean concrete

  ঘ

  None of the mentioned
• The essential difference between rigid flexible pavements is ___________
  ক

  Distribution of load over sub-grade

  খ

  Distribution of load over sub-base

  গ

  Materials used

  ঘ

  Thickness of layers
• The thickness design of the flexible pavement is influenced by _________
  ক

  Distributing load

  খ

  Strength of sub-grade

  গ

  Sub-base

  ঘ

  Soil properties
• Pavements are classified, based on ________ factors.
  ক

  Earth surface

  খ

  Materials used

  গ

  Rigidity of the pavement

  ঘ

  Distributing loads
• Which of the following is a classification of pavements?
  ক

  Load pavement

  খ

  Sub-grade pavement

  গ

  Flexible pavement

  ঘ

  Rigidity pavement