Skip to main content

Evaluating Settlement on King Faisal Road Using GIS Analysis Techniques

  • Conference paper
  • First Online:
  • 321 Accesses

Part of the book series: Sustainable Civil Infrastructures ((SUCI))

Abstract

This study aims to determine the reasons for settlement on King Faisal Road in Jazan City, Kingdom of Saudi Arabia, using Geographical Information System (GIS) techniques. Pavement engineers and contractors in Saudi Arabia are often faced with the challenges of constructing pavement for desert sand dune areas, mountainous areas, and the sabkha or salt flat areas, and they are faced with problems of settlement. King Faisal Road in Jazan City is selected as a case study. This road suffers distress problems such as settlement and bleeding. The primary objective of this paper is to investigate the reasons for the settlement on King Faisal Road in Jazan City by using two criteria of investigations. These criteria of investigation include soil and asphalt laboratory test results, and analysis of the site’s drainage system by Geographic Information System (GIS). The obtained results show that the reasons for settlement along King Faisal Road were focused on the drainage systems on the road and the traffic loading characterized by different classes of vehicles. The purpose of this investigation was to determine the cause of settlement inconsistencies in pavement surface elevations at the distressed locations. There are different distressed locations on King Faisal Road, but the main distressed site is located in the area of intersection between King Faisal Road and Prince Sultan Road, encompassing the intersection’s traffic signal domain. Proposed solutions to the problem of settlement are presented in this paper. One of these solutions: Drilling under the road layers (sub-base, base, and asphalt) to a depth of at least five meters and drying the area using the appropriate means of water drainage such as vertical drilling wells. The second proposed solution: Using a chemically-enhanced solution to a depth of at least ten meters under the road layers, with a soil injection of high-softness cement, to increase the durability of the soil in the settlement areas.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   84.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

References

  1. Bubshait, A.A.: Quality of pavement construction in Saudia Arabia. Pract. Periodical Struct. Des. Constr. 6(3) (2001)

    Article  Google Scholar 

  2. Chen, Y., Lu, Y., Zhang, Z.: The cause of longitudinal pavement fissures and preventions on highway road-widening engineering. East China Highway, 2003, China

    Google Scholar 

  3. www.eng-tips.com/viewthread.cfm

  4. www.mainroads.wa.gov.au/BuildingRoads

  5. Skempton, A.W., MacDonald, D.H.: The allowable settlement of buildings. London (1956)

    Article  Google Scholar 

  6. Husdal, J.: Road transportation management using GIS—vehicle routing and tracking. Unpublished course paper for the M.Sc. in GIS. University of Leicester, UK (1999)

    Google Scholar 

  7. Leslie, S.: The importance of being geographic: why geographic information analysis is critical to the modern organization, UK (1999)

    Google Scholar 

  8. Marshall, J.: Point de depart: GIS as a driving force in the Loire, GIS Europe 4(6) 1995

    Google Scholar 

  9. Pilot, M., Moreau, M.: Calculation method for the stability of embankments on weak sub-soils. France (1973)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Muhammad Mubaraki .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer International Publishing AG, part of Springer Nature

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Abdelgiom, M.A., Mubaraki, M. (2019). Evaluating Settlement on King Faisal Road Using GIS Analysis Techniques. In: Chen, D., Kim, S., Tapase, A. (eds) Advancements on Sustainable Civil Infrastructures. GeoChina 2018. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-96241-2_8

Download citation

Publish with us

Policies and ethics