Cone Penetration Testing For Field Density Prediction

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Cone Penetration Testing For Field Density Prediction

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dc.contributor.author Baghdad, Zaki A. en_US
dc.date.accessioned 2009-11-25T13:07:11Z
dc.date.available 2009-11-25T13:07:11Z
dc.date.issued 1993 en_US
dc.identifier.citation Engineering Journal of Qatar University, 1993, Vol. 6, Pages 135-156. en_US
dc.identifier.uri http://hdl.handle.net/10576/8018
dc.description.abstract This paper summarizes an experimental program for developing a pilot procedure to check and predict field densities of compacted soils using static cone penetration tests. Three sandy soils were tested. The testing program included both laboratory and field tests. On the basis of laboratory tests, density prediction curves were developed while field results were used to find a correlation to predict densities on the basis of measured penetration resistances. The results are rather encouraging and promising. It is anticipated that the presented methodology would be very effective for compaction quality control in large areas of sandy soils because it is fast, simple and causes minimum disturbance to the compacted soil. en_US
dc.language.iso en en_US
dc.publisher Qatar University en_US
dc.subject Engineering: Research & Technology en_US
dc.title Cone Penetration Testing For Field Density Prediction en_US
dc.type Article en_US
dc.identifier.pagination 135-156 en_US
dc.identifier.volume 6 en_US

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