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Multiple Regression Model for the Prediction of Unconfined Compressive Strength of Jet Grout Columns

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dc.creator KESKİN, Sıddıka Nilay
dc.creator AKAN, Recep
dc.creator UZUNDURUKAN, Soner
dc.date 2014-12-31T22:00:00Z
dc.date.accessioned 2020-10-06T10:32:12Z
dc.date.available 2020-10-06T10:32:12Z
dc.identifier 72cc905e-1306-4ca7-8983-72fe66b5c40d
dc.identifier 10.1016/j.proeps.2015.08.072
dc.identifier https://avesis.sdu.edu.tr/publication/details/72cc905e-1306-4ca7-8983-72fe66b5c40d/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/63367
dc.description Jet grouting is one of the most widely used techniques in soil improvement because of its possibility to strengthen cut-off groundwater and provide structural rigidity with a single application by this technique. The effectiveness of the jet grouting process influenced by many factors or application parameters such as soil properties, lifting (withdrawal) and rotation speed, grout/water/air pressure, etc. Jet grout column properties (diameter and mechanical properties) are the most important parameters for designing the project. There is still no credible method that can predict the properties of jet grout columns before field application, except extreme secured empirical rules and designers generally assume the characteristics of jet grout columns by perception. This process may cause waste of time and money due to inconsistency between assumed and observed properties of jet grout columns. In the present study, it was aimed to establish a model predicting the unconfined compressive strength of jet grout columns by using multiple linear regression analysis to overcome this problem. (C) 2015 The Authors. Published by Elsevier B.V.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Multiple Regression Model for the Prediction of Unconfined Compressive Strength of Jet Grout Columns
dc.type info:eu-repo/semantics/conferenceObject


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