modified liu-carter compression model for natural clays with various initial water contents

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ID: 201497
2016
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Abstract
The initial water content has a significant effect on the compression behaviour of reconstituted clays. This effect has to be considered in the Liu-Carter model to ensure the addition voids ratio only related to soil structure. A modified Liu-Carter compression model is proposed by introducing the empirical equations for reconstituted clays at different initial water contents into the Liu-Carter model. The proposed model is verified against the experimental results from the literature. The simulations by the proposed method are also compared with that by old method where the influence of initial water content is not considered. The results show that the predicted virgin compression curves of natural clays are similar, but the values of b and Δey may be very different.
Reference Key
qian2016advancesmodified Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Sen Qian;Jian Shi;Jian-wen Ding
Journal acta oncologica (stockholm, sweden)
Year 2016
DOI
10.1155/2016/1691605
URL
http://dx.doi.org/10.1155/2016/1691605
Keywords
engineering (general) civil engineering (general)

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