Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material
Vernadsky National Library of Ukraine
Переглянути архів Інформація| Поле | Співвідношення | |
| Title |
Investigation of the effect of water content and degree of compaction on the shear strength of clay soil material
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| Creator |
Zhang Huzhu
Liu Hanbing Wang Jing Dong Weizhi |
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| Subject |
Modeling and simulation
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| 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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| Date |
2018-06-16T15:48:19Z
2018-06-16T15:48:19Z 2017 |
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| Type |
Article
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| Identifier |
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 |
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| Language |
en
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| Relation |
Functional Materials
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| Publisher |
НТК «Інститут монокристалів» НАН України
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