Determining the virgin compression lines of reconstituted clays at different initial water contents

Ling-Ling Zeng 1 Zhenshun Hong 2 Yu-Jun Cui 3
1 Institute of Geotechnical Engineering
2 Institute of Geotechnical Engineering
3 NAVIER UMR 8205 - Laboratoire Navier
Abstract : Forty-eight consolidometer tests were performed on various natural clays and a kaolinite clay reconstituted in the laboratory at different initial water contents using a modified consolidometer apparatus. These data together with those published previously allow a multi-regression analysis for the development of an approach for determining the intrinsic compression parameters that depend on initial water content and liquid limit. The approach proposed by Burland can be thereby extended to provide an expression describing the compression response of a wide range of clays. Based on the intrinsic concept, a simple way of determining the virgin compression lines of reconstituted clays is also proposed using the density of soil particles, initial water content, and liquid limit.
Keywords : constitutive relations reconstituted clays compressibility initial water content laboratory tests
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Article dans une revue
Canadian Geotechnical Journal, NRC Research Press, 2015, pp.1023-1028. 〈10.1139/cgj-2014-0172〉
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https://hal-enpc.archives-ouvertes.fr/hal-01271748
Contributeur : Yu-Jun Cui <>
Soumis le : mardi 9 février 2016 - 15:46:32
Dernière modification le : jeudi 7 février 2019 - 15:51:56

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ENPC | UR-NAVIER | IFSTTAR | PARISTECH | YU_JUN_CUI

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Ling-Ling Zeng, Zhenshun Hong, Yu-Jun Cui. Determining the virgin compression lines of reconstituted clays at different initial water contents. Canadian Geotechnical Journal, NRC Research Press, 2015, pp.1023-1028. 〈10.1139/cgj-2014-0172〉. 〈hal-01271748〉

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