Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents

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 e...

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Main Authors: Sen Qian, Jian Shi, Jian-wen Ding
Format: Article
Language:English
Published: Wiley 2016-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2016/1691605
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author Sen Qian
Jian Shi
Jian-wen Ding
author_facet Sen Qian
Jian Shi
Jian-wen Ding
author_sort Sen Qian
collection DOAJ
description 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.
format Article
id doaj-art-0a7d6abd2576423fb6177a0e18128471
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2016-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-0a7d6abd2576423fb6177a0e181284712025-02-03T01:01:11ZengWileyAdvances in Civil Engineering1687-80861687-80942016-01-01201610.1155/2016/16916051691605Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water ContentsSen Qian0Jian Shi1Jian-wen Ding2Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, ChinaInstitute of Geotechnical Engineering, Southeast University, Nanjing 210096, ChinaInstitute of Geotechnical Engineering, Southeast University, Nanjing 210096, ChinaThe 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.http://dx.doi.org/10.1155/2016/1691605
spellingShingle Sen Qian
Jian Shi
Jian-wen Ding
Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
Advances in Civil Engineering
title Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
title_full Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
title_fullStr Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
title_full_unstemmed Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
title_short Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
title_sort modified liu carter compression model for natural clays with various initial water contents
url http://dx.doi.org/10.1155/2016/1691605
work_keys_str_mv AT senqian modifiedliucartercompressionmodelfornaturalclayswithvariousinitialwatercontents
AT jianshi modifiedliucartercompressionmodelfornaturalclayswithvariousinitialwatercontents
AT jianwending modifiedliucartercompressionmodelfornaturalclayswithvariousinitialwatercontents