PASTIC Dspace Repository

Prediction of CBR Value from Index Properties of different Soils

Show simple item record

dc.contributor.author Rehman, Z. U
dc.contributor.author Khalid, U
dc.contributor.author Farooq, K
dc.contributor.author Mujtaba, H
dc.date.accessioned 2022-10-26T09:58:53Z
dc.date.available 2022-10-26T09:58:53Z
dc.date.issued 2017-04-03
dc.identifier.citation Rehman, Z. U., Khalid, U., Farooq, K., & Mujtaba, H. (2017). Prediction of CBR value from index properties of different soils. Technol. J. Univ. Eng. Technol.(UET), 22, 17-26. en_US
dc.identifier.issn 2313-7770
dc.identifier.uri http://142.54.178.187:9060/xmlui/handle/123456789/13729
dc.description.abstract A Prediction is a vital tool in engineering used to take right decisions. Therefore, it is very important for engineers to quickly predict the behavior of geomaterials used in the infrastructures. California Bearing Ratio (CBR) test is a common laboratory test, performed to evaluate the shear strength and stiffness modulus of sub grade for the design of pavement. CBR test is a laborious test, therefore, it is vital to develop the models for quick assessment of CBR value. This study is an attempt to develop valid models to determine the CBR value from index properties of soil which are quicker to estimate from their standard method of testing. In this study authors developed predictive models using 59 set of soil samples containing both fine grained and coarse grained soil samples. Three models were developed and validity of these models was checked on 25 set of soil samples tested separately. Authors developed separate models for coarse grained soil and fine grained soils. These models were developed, based on liquid limit and plasticity index for fine grained soil, the coefficient of uniformity and maximum dry density for coarse grained soil. en_US
dc.language.iso en en_US
dc.publisher Taxila:University of Engineering and Technology(UET)Taxila, Pakistan en_US
dc.subject Prediction en_US
dc.subject California Bearing Ratio en_US
dc.subject Fine Grained Soil en_US
dc.subject Coarse Grained Soil en_US
dc.subject Liquid limit en_US
dc.subject Plasticity index en_US
dc.subject Coefficient of Uniformity en_US
dc.subject Maximum Dry Density en_US
dc.title Prediction of CBR Value from Index Properties of different Soils en_US
dc.type Article en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Advanced Search

Browse

My Account