Show simple item record

contributor authorMuawia Dafalla
contributor authorMosleh Al-Shamrani
contributor authorAhmed Al-Mahbashi
date accessioned2017-12-16T09:19:06Z
date available2017-12-16T09:19:06Z
date issued2017
identifier other%28ASCE%29CF.1943-5509.0001078.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241387
description abstractExpansive soils are known to be a serious hazard to buildings and the infrastructure industry. Saudi Arabia is located in a semiarid region where extremely dry expansive formations are frequently inundated by either household drainage or rainfall and storms. This review is aimed at investigating the procedures and methods used in variable parts of a semiarid region (Saudi Arabia) as applied by the municipalities or project owners to prevent or at least reduce the potential hazards of expansive soils. The work covers an extensive review of the published literature on the subject related to Saudi Arabia. Tabuk and Northwestern areas are among the most affected parts. The city has grown and expanded in recent decades as many major projects were constructed. The economic loss due to expansive soils in Saudi Arabia is estimated in hundreds of millions of U.S. dollars. Various solutions practiced in this area are presented. Discussion of alternative approaches can serve as a useful guide for the engineering communities and contractors. Highlights of the successful approaches in the region are shown.
publisherAmerican Society of Civil Engineers
titleExpansive Soil Foundation Practice in a Semiarid Region
typeJournal Paper
journal volume31
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001078
treeJournal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record