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Comparative Study of Village Road Construction in Hilly Areas of Jharkhand and Normal Plain Areas

DOI : https://doi.org/10.5281/zenodo.18758027
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Comparative Study of Village Road Construction in Hilly Areas of Jharkhand and Normal Plain Areas

Harsh Raj

B. Tech., NIT Warangal Telangana

Vivek Raj

B. Tech., M Tech., SIT Sitamarhi Bihar

Yash Raj

B. Tech. Central University Ranchi Jharkhand

Abstract – Road connectivity is essential for rural development in Jharkhand. Ranchi district consists of hilly and plateau regions such as Angara, Tamar, Bundu, Sonahatu, Ormanjhi, Kanke village area, which have undulating terrain, rocky strata, and lateritic soil. In contrast, relatively plain and low-lying/tropical influenced areas such as Namkum, Ratu, Mandar, Lapung and nearby plain belts experience waterlogging and soft soil conditions. These geographical variations create significant differences in village road construction practices.

Key words: Stabilization techniques, breast walls, Bench cutting, gradient

INTRODUCTION:

This study presents a comparative analysis of village road construction in the hilly areas of Ranchi district and nearby normal plain/tropical areas. In hilly regions, major problems include steep slopes, heavy cutting, landslides during monsoon, soil erosion, drainage management, transportation of materials, and the need for retaining and breast walls. Bench cutting, gradient control (5 7%), catch water drains, and slope stabilization measures are essential for safe construction. In tropical/plain areas, common problems include black cotton soil in some patches, water stagnation, poor subgrade strength during rainy season, and pavement damage due to inadequate drainage. Although construction is comparatively easier than hilly areas, improper compaction and drainage failure often lead to cracking and potholes.

The study observes that road construction in hilly areas of Ranchi is approximately 2540% costlier than in plain regions due to additional earthwork, protective structures, and higher maintenance requirements. The research concludes that proper geometric design, effective drainage systems, soil stabilization techniques, and regular maintenance are crucial for sustainable rural road development in both terrains.

This comparative study helps engineers and planners understand terrain-specific challenges and adopt suitable design and construction strategies for improving rural road infrastructure in Ranchi district, Jharkhand.

Key words : Stabilization techniques, breast walls, Bench cutting,, gradient

METHODS :

The present study, a field survey was conducted in selected hilly and plain areas of Ranchi district, Jharkhand. In the hilly region, roads such as the Angara Village Road, Tamar Rural Road, BunduBaruhatu Road, and OrmanjhiIrba Interior Road were selected for detailed observation. These areas are characterized by uneven topography, lateritic soil, moderate to steep slopes, and significant rainfall during the monsoon season. For comparison, plain area roads including RatuTigra Village Road, MandarBero Link Road, NamkumLowadih Road, and LapungKarge Village Road were selected. These locations have relatively flat terrain, agricultural surroundings, and fewer slope-related issues.

Data Collection Methods

  1. Field Survey

    Site visits to selected hill and plain roads

    Observation of alignment, slope, drainage, retaining structures

  2. Soil Testing

    Collection of soil samples

    CBR (California Bearing Ratio) test Atterberg limits test (if possible)

  3. Measurements Road width Pavement thickness Gradient (% slope)

Hilly vs Plain Area Road Construction Problem:

Table 01: Hilly vs Plain Area Road Construction Problem

Data Collection

Method

Hilly Area (Ranchi Angara,

Tamar, Bundu)

Plain Area (Ratu,

Mandar, Namkum)

Data Collection

Method

Hilly Area (Ranchi

Angara, Tamar, Bundu)

1. Field Survey

Alignment

Zig-zag alignment with sharp curves and hairpin bends due to

slopes

Mostly straight alignment with

gentle curves

. Field Survey

Alignment

Zig-zag alignment with sharp curves and hairpin

bends due to slopes

2.Field Survey

Slope

Steep natural slopes; gradient control required (57%) Very low or negligible slope Field Survey

Slope

Steep natural slopes;

gradient control required (57%)

3.Field Survey

Drainage

Catch water drains, side drains, and culverts necessary to prevent erosion and landslides Simple side drains mainly to avoid waterlogging Field Survey

Drainage

Catch water drains, side drains, and culverts necessary to prevent erosion

and landslides

4.Field Survey

Retaining Structures

Retaining walls, breast walls, and gabion walls required Generally, not required Field Survey

Retaining Structures

Retaining walls, breast walls, and gabion walls

required

5. Soil Testing

Soil Type

Lateritic soil, weathered rock, uneven bearing capacity Clayey or sandy clay soil, more uniform 2. Soil Testing

Soil Type

Lateritic soil, weathered

rock, uneven bearing capacity

7.Soil Testing

CBR Value

Sometimes low due to lose cutting and erosion; thicker pavement needed Comparatively stable CBR; moderate pavement thickness

sufficient

Soil Testing CBR Value Sometimes low due to loose cutting and erosion; thicker pavement needed
8.Soil Testing

Atterberg Limits

Moderate plasticity; variation in soil properties Mostly consistent

plasticity; fewer variations

Soil Testing

Atterberg Limits

Moderate plasticity; variation in soil properties

Overall Data Interpretation

In hilly areas such as Angara, Tamar, and Bundu, zig-zag alignment with sharp curves and hairpin bends is necessary due to steep terrain. This increases construction difficulty, accident risk, and cost. In plain areas like Ratu and Mandar, straight alignment is possible, making construction easier and safer.

In hilly areas, proper geometric design as per IRC guidelines, adequate curve radius, and installation of safety barriers and signboards should be ensured. Hilly areas have steep natural slopes requiring gradient control between 57%. Improper slope cutting can cause landslides. In plain areas, slope is minimal and does not create major problems. Adopt bench cutting method and provide slope stabilization techniques such as turfing, rock bolting, and stone pitching in hilly areas.

Drainage is a major issue in hilly areas because rainwater flows with high velocity, causing erosion and slope failure. Catch water drains and culverts are essential. In plain areas, drainage mainly prevents waterlogging and is comparatively simple.

Research Conclusion

The comparative study of village road construction in the hilly areas (Angara, Tamar, Bundu) and plain areas (Ratu, Mandar, Namkum) of Ranchi district clearly shows that terrain plays a major role in roaddesign, construction method, cost, and maintenance. The research findings indicate that road construction in hilly areas is more technically complex due to steep slopes, zig-zag alignment, unstable soil conditions, and high rainfall impact. Additional protective structures such as retaining walls, breast walls, gabion walls, and catch water drains are essential to ensure stability and safety. The cost of construction in hilly areas is significantly higher because of heavy cutting, transportation difficulties, and the need for thicker pavement layers.

In contrast, road construction in plain areas is comparatively simple and economical. Straight alignment, uniform soil conditions, and minimal slope-related issues reduce construction time and cost. The main problems in plain areas are waterlogging, minor pavement cracking, and drainage blockage, which are easier to manage.

Therefore, the study concludes that proper planning, soil investigation, geometric design, and drainage management are critical for sustainable road construction in hilly regions of Ranchi.

Final Outcome of the Research Study

The analysis clearly shows that road construction in hilly areas of Ranchi is more technically challenging, expensive, and maintenance-intensive compared to plain areas. Proper slope stabilization, drainage design, soil investigation, and quality control are essential to ensure durable and sustainable hill roads, while plain area roads require mainly good drainage and compaction control.

Duration of study:

This research work was carried out by the author in the Dhanbad Coalfield region during the period from 12 SEP 2023 to 11 DeC2024.

Industrial Support and Experimental Facility:

This research project was carried out with the valuable support and cooperation of RTBT Infrastructure Developer Pvt. Ltd. Ranchi Jharkhand Website: WWW.RTBTLTD.com Email: support@rtbtltd.com.

REFERENCES

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  2. Indian Roads Congress (IRC). (2018). IRC:37 Guidelines for the Design of Flexible Pavements. New Delhi: IRC.
  3. Ministry of Rural Development (MoRD ). (2019). PMGSY Guidelines and Specifications for Rural Roads. Government of India.
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  5. Kadiyali, L.R. (2013). Traffic Engineering and Transport Planning. Khanna Publishers, New Delhi.
  6. Rangwala, S.C. (2018). Highway Engineering. Charotar Publishing House.
  7. Rural Works Department (RWD), Jharkhand. (2022). Annual Report on Rural Road Development.
  8. IRC:SP:48. (1998). Hill Road Manual. Indian Roads Congress, New Delhi.
  9. Ministry of Road Transport and Highways (MoRTH). (2013). Specifications for Road and Bridge Works (5th Revision).