Numerical Study of Bearing Capacity under Strip footing having underground void : A Case of Lamachaur Pokhara

Simple item page
dc.contributor.advisorYadav, Santosh Kumar
dc.contributor.authorNepal, Bibek
dc.date.accessioned2025-04-25T05:02:12Z
dc.date.available2025-04-25T05:02:12Z
dc.date.issued2025-04
dc.descriptionThe main objective is to conduct a detail examination of strip footing behavior - those with an infinite length to width ratio- on Pokhara soil with voids in different location with respect to the foundation.
dc.description.abstractThe main objective is to conduct a detail examination of strip footing behavior - those with an infinite length to width ratio- on Pokhara soil with voids in different location with respect to the foundation.
dc.identifier.urihttps://hdl.handle.net/20.500.14540/24898
dc.language.isoen
dc.publisherI.O.E
dc.subjectNumerical Study
dc.subjectStrip Footing
dc.subjectGeometric Model
dc.titleNumerical Study of Bearing Capacity under Strip footing having underground void : A Case of Lamachaur Pokhara
dc.typeThesis
local.academic.levelMasters
local.institute.titleInstitute of Engineering

Files

Original bundle

Now showing 1 - 1 of 1
Thumbnail Image
Name:
Bibek Nepal Master Thesis Civil Geotechnical Dec 2023.pdf
Size:
14.29 MB
Format:
Adobe Portable Document Format
Download

License bundle

Now showing 1 - 1 of 1
Thumbnail Image
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:
Download

Collections

Civil Engineering