Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material
The effect of water on compacted clay material with the use of triaxial compression was studied, and models for predicting shear strength parameters were also developed. The results show that cohesion decreases exponentially with increasing water content and exponentially increases with increasing d...
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| Published in: | Functional Materials |
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| Date: | 2017 |
| Main Authors: | , , , |
| Format: | Article |
| Language: | English |
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НТК «Інститут монокристалів» НАН України
2017
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| Online Access: | https://nasplib.isofts.kiev.ua/handle/123456789/136757 |
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| Journal Title: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Cite this: | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material / Zhang Huzhu, Liu Hanbing, Wang Jing, Dong Weizhi // Functional Materials. — 2017. — Т. 24, № 2. — С. 290-297. — Бібліогр.: 45 назв. — англ. |
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Digital Library of Periodicals of National Academy of Sciences of Ukraine| _version_ | 1862634108001189888 |
|---|---|
| author | Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi |
| author_facet | Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi |
| citation_txt | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material / Zhang Huzhu, Liu Hanbing, Wang Jing, Dong Weizhi // Functional Materials. — 2017. — Т. 24, № 2. — С. 290-297. — Бібліогр.: 45 назв. — англ. |
| collection | DSpace DC |
| container_title | Functional Materials |
| description | The effect of water on compacted clay material with the use of triaxial compression was studied, and models for predicting shear strength parameters were also developed. The results show that cohesion decreases exponentially with increasing water content and exponentially increases with increasing degree of compaction. The angle of internal friction decreases in a convex quadratic parabolic law with increasing water content and increases with a concave quadratic parabolic law with an increase in the degree of compaction; Cohesion and internal friction angle are two-dimensional quadratic functions of water content and degree of compaction and have relatively large values of the shear strength parameter.
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| first_indexed | 2025-11-30T15:28:54Z |
| format | Article |
| fulltext | |
| id | nasplib_isofts_kiev_ua-123456789-136757 |
| institution | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| issn | 1027-5495 |
| language | English |
| last_indexed | 2025-11-30T15:28:54Z |
| publishDate | 2017 |
| publisher | НТК «Інститут монокристалів» НАН України |
| record_format | dspace |
| spelling | Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi 2018-06-16T15:48:19Z 2018-06-16T15:48:19Z 2017 Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material / Zhang Huzhu, Liu Hanbing, Wang Jing, Dong Weizhi // Functional Materials. — 2017. — Т. 24, № 2. — С. 290-297. — Бібліогр.: 45 назв. — англ. 1027-5495 DOI: https://doi.org/10.15407/fm24.02.290 https://nasplib.isofts.kiev.ua/handle/123456789/136757 The effect of water on compacted clay material with the use of triaxial compression was studied, and models for predicting shear strength parameters were also developed. The results show that cohesion decreases exponentially with increasing water content and exponentially increases with increasing degree of compaction. The angle of internal friction decreases in a convex quadratic parabolic law with increasing water content and increases with a concave quadratic parabolic law with an increase in the degree of compaction; Cohesion and internal friction angle are two-dimensional quadratic functions of water content and degree of compaction and have relatively large values of the shear strength parameter. en НТК «Інститут монокристалів» НАН України Functional Materials Modeling and simulation Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material Article published earlier |
| spellingShingle | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi Modeling and simulation |
| title | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| title_full | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| title_fullStr | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| title_full_unstemmed | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| title_short | Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| title_sort | investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| topic | Modeling and simulation |
| topic_facet | Modeling and simulation |
| url | https://nasplib.isofts.kiev.ua/handle/123456789/136757 |
| work_keys_str_mv | AT zhanghuzhu investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial AT liuhanbing investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial AT wangjing investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial AT dongweizhi investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial |