NUST Institutional Repository

Comparative Study of Step Tapered Pile

Show simple item record

dc.contributor.author Farhan Siddique , Supervisor: Dr. Muhammad Rizwan Yasir Siddiq, Kamran Munir, ,Zeeshan Ahmed
dc.date.accessioned 2025-03-24T08:32:47Z
dc.date.available 2025-03-24T08:32:47Z
dc.date.issued 2010
dc.identifier.uri http://10.250.8.41:8080/xmlui/handle/123456789/51589
dc.description.abstract Foundations play a vital role in load transfer. Various load conditions pose many different challenges which are numerated by engineers. The primary design concerns are settlement and bearing capacity. Changes in soil moisture can cause expansive clay to swell and shrink. It is necessary that a foundation is not loaded beyond its bearing capacity or the foundation will "fail". The foundation is the structural component that transfers load from the building to the supporting ground. The supporting ground could be soil, rock or seabed. The foundation basically holds the building up so it will not sink to the supporting ground. It also holds the structure so it will not be blown away by strong winds like tornadoes. en_US
dc.publisher MCE-NUST Risalpur campus en_US
dc.title Comparative Study of Step Tapered Pile en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

  • BS [211]

Show simple item record

Search DSpace


Advanced Search

Browse

My Account