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Mar 28, 2013

An Empirical Study on the Estimation of Soil Properties of Loess Ground After Dynamic Compaction

Publication: Pavement and Geotechnical Engineering for Transportation

Abstract

Using dimensional analysis, the dimensional equations for the estimation of soil properties after dynamic compaction (DC) in loess ground are established. Based on these equations and field data obtained from previous practices of DC, the equations are fitted relating soil properties after DC with construction parameters, soil properties before tamping, and even with the surficial deformation during tamping. Finally, the equations are verified by several project examples, and the results indicate that the calculated results agree well with the field measured results. These equations provide a practical way for the prediction of the soil properties after DC for loess.

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Go to Pavement and Geotechnical Engineering for Transportation
Pavement and Geotechnical Engineering for Transportation
Pages: 93 - 101

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Published online: Mar 28, 2013

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Professor, Jiangxi University of Science and Technology, Ganzhou, Jiangxi, China. E-mail: [email protected]
Master degree student, Jiangxi University of Science and Technology, Ganzhou, Jiangxi, China. E-mail: [email protected]
Xiao-Qing Pang [email protected]
Professor, Jiangxi University of Science and Technology, Ganzhou, Jiangxi, China. E-mail: [email protected]
Tong-Fa Deng [email protected]
Lecturer, Jiangxi University of Science and Technology, Jiangxi Ganzhou 341000, China. E-mail: [email protected]

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