Three-dimensional generalization and verification of structured bounding surface model for natural clay

As the proposed structured bounding surface model can only be used to solve planar strain problems of natural soft clay, a three-dimensional adaptive failure criterion is adopted to improve the model to capture the three-dimensional behaviors of natural soft clay. The three-dimensional adaptive fail...

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Опубліковано в: :Functional Materials
Дата:2018
Автори: Cui Yunliang, Wang xinquan, Zhou lianying
Формат: Стаття
Мова:English
Опубліковано: НТК «Інститут монокристалів» НАН України 2018
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Онлайн доступ:https://nasplib.isofts.kiev.ua/handle/123456789/154464
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Назва журналу:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Цитувати:Three-dimensional generalization and verification of structured bounding surface model for natural clay / Cui Yunliang, Wang xinquan, Zhou lianying // Functional Materials. — 2018. — Т. 25, № 1. — С. 138-143. — Бібліогр.: 13 назв. — англ.

Репозитарії

Digital Library of Periodicals of National Academy of Sciences of Ukraine
id nasplib_isofts_kiev_ua-123456789-154464
record_format dspace
spelling Cui Yunliang
Wang xinquan
Zhou lianying
2019-06-15T15:49:58Z
2019-06-15T15:49:58Z
2018
Three-dimensional generalization and verification of structured bounding surface model for natural clay / Cui Yunliang, Wang xinquan, Zhou lianying // Functional Materials. — 2018. — Т. 25, № 1. — С. 138-143. — Бібліогр.: 13 назв. — англ.
1027-5495
DOI:https://doi.org/10.15407/fm25.01.138
https://nasplib.isofts.kiev.ua/handle/123456789/154464
As the proposed structured bounding surface model can only be used to solve planar strain problems of natural soft clay, a three-dimensional adaptive failure criterion is adopted to improve the model to capture the three-dimensional behaviors of natural soft clay. The three-dimensional adaptive failure criterion incorporated in this model can cover the Lade-Duncan criterion and the Matsuoka-Nakai criterion as its special ones. The structured bounding surface model is generalized into three-dimensional stress space by using the three-dimensional adaptive failure criterion. After improved with the three-dimensional adaptive failure criterion, the model can be seen as a modified bounding surface model which considers the destructuration and three-dimensional behaviors and neglects the anisotropy of natural soft clay. The simulations of undrained compression and extension tests of K0 consolidation state Bothkennar clay shows the unimportance of neglecting anisotropy in this model. It was validated on Pisa clay that the improved model can simulate well the three dimensional behaviors of natural soft clay under true triaxial conditions.
The support of National Natural Science Foundation of China(Grant no. 51508507), Zhejiang Provincial Natural Science Foundation of China (Grant no. LQ16E080007), and Zhejiang Provincial Transportation Bureau Scientific Research Plan (Grant no. 2017004) are gratefully acknowledged.
en
НТК «Інститут монокристалів» НАН України
Functional Materials
Modeling and simulation
Three-dimensional generalization and verification of structured bounding surface model for natural clay
Article
published earlier
institution Digital Library of Periodicals of National Academy of Sciences of Ukraine
collection DSpace DC
title Three-dimensional generalization and verification of structured bounding surface model for natural clay
spellingShingle Three-dimensional generalization and verification of structured bounding surface model for natural clay
Cui Yunliang
Wang xinquan
Zhou lianying
Modeling and simulation
title_short Three-dimensional generalization and verification of structured bounding surface model for natural clay
title_full Three-dimensional generalization and verification of structured bounding surface model for natural clay
title_fullStr Three-dimensional generalization and verification of structured bounding surface model for natural clay
title_full_unstemmed Three-dimensional generalization and verification of structured bounding surface model for natural clay
title_sort three-dimensional generalization and verification of structured bounding surface model for natural clay
author Cui Yunliang
Wang xinquan
Zhou lianying
author_facet Cui Yunliang
Wang xinquan
Zhou lianying
topic Modeling and simulation
topic_facet Modeling and simulation
publishDate 2018
language English
container_title Functional Materials
publisher НТК «Інститут монокристалів» НАН України
format Article
description As the proposed structured bounding surface model can only be used to solve planar strain problems of natural soft clay, a three-dimensional adaptive failure criterion is adopted to improve the model to capture the three-dimensional behaviors of natural soft clay. The three-dimensional adaptive failure criterion incorporated in this model can cover the Lade-Duncan criterion and the Matsuoka-Nakai criterion as its special ones. The structured bounding surface model is generalized into three-dimensional stress space by using the three-dimensional adaptive failure criterion. After improved with the three-dimensional adaptive failure criterion, the model can be seen as a modified bounding surface model which considers the destructuration and three-dimensional behaviors and neglects the anisotropy of natural soft clay. The simulations of undrained compression and extension tests of K0 consolidation state Bothkennar clay shows the unimportance of neglecting anisotropy in this model. It was validated on Pisa clay that the improved model can simulate well the three dimensional behaviors of natural soft clay under true triaxial conditions.
issn 1027-5495
url https://nasplib.isofts.kiev.ua/handle/123456789/154464
fulltext
citation_txt Three-dimensional generalization and verification of structured bounding surface model for natural clay / Cui Yunliang, Wang xinquan, Zhou lianying // Functional Materials. — 2018. — Т. 25, № 1. — С. 138-143. — Бібліогр.: 13 назв. — англ.
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AT wangxinquan threedimensionalgeneralizationandverificationofstructuredboundingsurfacemodelfornaturalclay
AT zhoulianying threedimensionalgeneralizationandverificationofstructuredboundingsurfacemodelfornaturalclay
first_indexed 2025-11-24T06:34:14Z
last_indexed 2025-11-24T06:34:14Z
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