A Study On Effects Of Length To Diameter Ratio On Settlement Behavior Of Floating Stone Column
Main Article Content
Abstract
This research aims to examine the effect of the length to diameter ratio of the floating stone column on settlement behavior. The load vs settlement labouratory tests are performed with the length to diameter ratio of floating stone column as 0, 2, 4, 5, and 6 of the stone column to find the corresponding settlement behavior. This research finding shows that the load-carrying capacity of the floating stone column increases with the increasing length to diameter ratio of the floating stone column up to a certain limit. Beyond that limit the load-carrying –capacity is not increased even by increasing the length of the stone column. This research is very helpful in the geotechnical engineering field where ground improvement work is required in the form of a stone column.
Downloads
Metrics
Article Details
Licensing
TURCOMAT publishes articles under the Creative Commons Attribution 4.0 International License (CC BY 4.0). This licensing allows for any use of the work, provided the original author(s) and source are credited, thereby facilitating the free exchange and use of research for the advancement of knowledge.
Detailed Licensing Terms
Attribution (BY): Users must give appropriate credit, provide a link to the license, and indicate if changes were made. Users may do so in any reasonable manner, but not in any way that suggests the licensor endorses them or their use.
No Additional Restrictions: Users may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.