Roll No. ________________________________ Total No. of Pages : 02
Total No. of Questions: 18
B.Tech. (CE) (2012 to 2017) (Sem.-7)
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PAVEMENT DESIGN
Subject Code: BTCE-818
M.Code : 71877
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
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- SECTION-A is COMPULSORY consisting of TEN questions carrying TWO marks each.
- SECTION-B contains FIVE questions carrying FIVE marks each and students have to attempt any FOUR questions.
- SECTION-C contains THREE questions carrying TEN marks each and students have to attempt any TWO questions.
SECTION-A
Answer briefly :
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- Define Superpave.
- What are the disadvantages of CBR method?
- How is pavement thickness calculated by Triaxial test method?
- Explain Inter Locking Concrete Block Pavement.
- Explain modules of subgrade reaction.
- What are the critical stress combinations in concrete pavements during summer and winter?
- What are the functions of base courses in flexible and rigid pavements?
- Describe various critical load positions in slab.
- What are the steps involved in overlay design for flexible pavements?
- What do you mean by perpetual pavement?
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SECTION-B
- Discuss Westergaard's concept of temperature stresses in concrete pavements.
- In CBR method of design, sometimes the origin of the penetration curve is shifted. Explain, why?
- Calculate the stresses at interior, edge and corner of a cement concrete pavement by Westergaard's stress equation. Given, Modulus of elasticity of concrete = 3 × 105 kg/cm², Poisson's ratio of concrete = 0.15, thickness of concrete pavement = 18cm, Modulus of subgrade reaction = 8.5kg/cm², Wheel load = 5100kg, Radius of loaded area = 15cm.
- Explain bituminous pavement with cemented base.
- What are the various wheel load factors to be considered in pavement design? Explain each in detail.
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SECTION-C
- Explain briefly the Marshall method of Rituminous Mix design.
- Describe step by step procedure for designing a Rigid Pavement with IRC method.
- a) Explain the design considerations for spacing of (a) Expansion joints (b) contraction joints with and without reinforcement.
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b) Find the spacing between contraction joints for a 3.5m slab width having a thickness of 22cm for (a) Plain concrete slab (b) RCC slab.
The allowable tensile stress value in concrete and steel are 0.8 and 1400 kg/m², coeff of friction is 1.5.
NOTE: Disclosure of Identity by writing Mobile No. or Making of passing request on any page of Answer Sheet will lead to UMC against the Student.
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This download link is referred from the post: PTU B.Tech 2021 January Previous Question Papers || PTU Punjab Technical University
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