Skip to main content
Log in

Geologic hazards along part of Al-sayl–Alkabeir Al-Jammum road in Saudi Arabia

  • Cases and solutions
  • Published:
Environmental Geology

Abstract

 The geological hazards along part of Al-Sayl Alkabeir Al-Jammum road, western Saudi Arabia, were studied by the use of the sterographic projection to define the types of possible failures and the magnitude of safety factor on each slope face. The studied area consists of granite and granodiorite rocks that were cut by acidic and basic dikes. There are four sets of structural discontinuities which, besides a few strike slip faults, constitute the planes of weakness that lead to a variety of possible mode failures. The stability analysis indicates that sections of the road are unstable as their cut slopes exceed the maximum safe slope angles which range between 65° and 73°.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Author information

Authors and Affiliations

Authors

Additional information

Received: 16 June 1998 · Accepted: 2 March 1999

Rights and permissions

Reprints and permissions

About this article

Cite this article

Amin, A. Geologic hazards along part of Al-sayl–Alkabeir Al-Jammum road in Saudi Arabia. Environmental Geology 39, 20–24 (1999). https://doi.org/10.1007/s002540050433

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/s002540050433

Navigation