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CivilTransportation Engineering
PrevNext

If Cross Slope of a country is up to 10% the terrain is classified as

A

Plain

B

Rolling

C

Mountainous

D

Steep

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilTransportation Engineering
Option A

Plain

Quick Summary:

Terrain classification in highway engineering is determined by the cross-slope of the ground. According to the Indian Roads Congress (IRC) standards, land with a cross-slope up to 10% is classified as 'Plain' terrain.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

Terrain classification in highway engineering is determined by the cross-slope of the ground. According to the Indian Roads Congress (IRC) standards, land with a cross-slope up to 10% is classified as 'Plain' terrain.

ЁЯФв Key Formulas

Cross┬аSlope=RiseRun├Ч100%\text{Cross Slope} = \frac{\text{Rise}}{\text{Run}} \times 100\%Cross┬аSlope=RunRiseтАЛ├Ч100% тАФ Used to determine terrain category by measuring transverse gradient.

тЪЩя╕П Working Principle

The classification is based on the ease of road construction and earthwork requirements. In plain terrain, the ground slope is gentle, minimizing the need for heavy cutting or filling, which directly influences the design speed and horizontal alignment geometry.

ЁЯУМ Key Points
  • тЦ╕

    Terrain classification dictates design standards for curves, gradients, and sight distances.

  • тЦ╕

    IRC: 73-1980 specifies these categories for geometric design of rural highways.

  • тЦ╕

    Plain terrain allows for higher design speeds due to flatter profiles.

  • тЦ╕

    Higher terrain categories (Mountainous/Steep) increase construction costs significantly.

тЬЕ Advantages
  • тЦ╕

    Simplifies geometric design selection.

  • тЦ╕

    Optimizes earthwork estimation.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Does not account for soil properties.

  • тЦ╕

    May require local adjustments for complex topographies.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Highway alignment planning.

  • тЦ╕

    Road design speed selection.

  • тЦ╕

    Estimation of project cost based on volume of excavation.

ЁЯФД Comparison Table
FeaturePlainRolling

Cross Slope Range

0 - 10%

10тИТ2510^{-25}10тИТ25%

ЁЯУД Additional Information
  • тЦ╕

    Rolling terrain (10тБ╗┬▓тБ╡%) implies undulating ground where some earthwork is required.

  • тЦ╕

    Mountainous terrain (25-60%) involves significant cross-slope variations requiring steep gradients.

  • тЦ╕

    Steep terrain (>60%) often necessitates specific engineering solutions like tunnels or bridges.

ЁЯУК Diagram / Illustration
Terrain Classification (IRC)Cross Slope = [VerticalRise] / Horizontal Distance ├Ч 100\%Plain: 0% - 10%Rolling: 10% - 25%Mountainous: 25% - 60%Steep: > 60%
тЬЕ

A is correct тАФ Terrain with a cross-slope up to 10% is classified as Plain because it provides a relatively flat surface with minimal requirements for significant earthwork.

Core Concepts Used
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Cross-slope calculation Highway Geometric Design IRC Standards
ЁЯТб EXAM TIP

Remember that while cross-slope defines terrain, the 'ruling gradient' varies inversely with the severity of the terrain classification.

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