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Paper
Title

Equations for soil compressibility in Tehran Clays

Year: 1394
COI: SMFE02_414
Language: EnglishView: 443
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Authors

Esmail Aflaki - Department of Civil and Environmental Engineering, Amirkari University of Technology, Tehran, Iran
Davood Akbarimehr - Department of Civil and Environmental Engineering, Amirkari University of Technology, Tehran, Iran

Abstract:

In this research consolidation tests were carried out on specimens of Tehran clay. Undisturbed sampleswere prepared from different depths. Compression index is the parameter of the soil that is required forcalculation of settlement. Attempts have been made to correlate compressibility with index properties ofclay such as plastic index, initial void ratio, liquid limit, plastic limit and initial water content. Manycorrelations have been carried out, It was found that a good relationship exists between CC/n0 and CC,Cr/n0 and Cr which reflects the soil compressibility.

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Paper COI Code

This Paper COI Code is SMFE02_414. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/431189/

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If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Aflaki, Esmail and Akbarimehr, Davood,1394,Equations for soil compressibility in Tehran Clays,2st National Conference on Soil Mechanics and Foundation Engineering ,Qom,https://civilica.com/doc/431189

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