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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Language: | English |
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Wiley
2016-01-01
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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 |