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...
Збережено в:
| Дата: | 2017 |
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| Автори: | , , , |
| Формат: | Стаття |
| Мова: | English |
| Опубліковано: |
НТК «Інститут монокристалів» НАН України
2017
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| Назва видання: | Functional Materials |
| Теми: | |
| Онлайн доступ: | http://dspace.nbuv.gov.ua/handle/123456789/136757 |
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| Назва журналу: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Цитувати: | 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. |
Репозитарії
Digital Library of Periodicals of National Academy of Sciences of Ukraine| id |
irk-123456789-136757 |
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| record_format |
dspace |
| spelling |
irk-123456789-1367572018-06-17T03:13:57Z 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 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. 2017 Article 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 http://dspace.nbuv.gov.ua/handle/123456789/136757 en Functional Materials НТК «Інститут монокристалів» НАН України |
| institution |
Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| collection |
DSpace DC |
| language |
English |
| topic |
Modeling and simulation Modeling and simulation |
| spellingShingle |
Modeling and simulation Modeling and simulation Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material 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. |
| format |
Article |
| author |
Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi |
| author_facet |
Zhang Huzhu Liu Hanbing Wang Jing Dong Weizhi |
| author_sort |
Zhang Huzhu |
| title |
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_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_sort |
investigation of the effect of water content and degree of compaction on the shear strength of clay soil material |
| publisher |
НТК «Інститут монокристалів» НАН України |
| publishDate |
2017 |
| topic_facet |
Modeling and simulation |
| url |
http://dspace.nbuv.gov.ua/handle/123456789/136757 |
| 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. |
| series |
Functional Materials |
| work_keys_str_mv |
AT zhanghuzhu investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial AT liuhanbing investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial AT wangjing investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial AT dongweizhi investigationoftheeffectofwatercontentanddegreeofcompactionontheshearstrengthofclaysoilmaterial |
| first_indexed |
2023-10-18T21:14:03Z |
| last_indexed |
2023-10-18T21:14:03Z |
| _version_ |
1796152271387492352 |