Title: | Effect of plasticity and normal stress on the undrained shear modulus of clayey soils |
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Authors: | ID Jesmani, Mehrab (Author) ID Kashani, Hamed Faghihi (Author) ID Kamalzare, Mehrad (Author) ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder) |
Files: | Acta_geotechnica_Slovenica_2010_Jesmani,_Kashani,_Kamalzare_Effect_of_plasticity_and_normal_stress_on_the_undrained_shear_modulus_of_cla.pdf (703,46 KB) MD5: 3390B642D7CDC476E5B57187B169B30F PID: 20.500.12556/dkum/f6658249-0e45-41fe-a28b-5e3739a05e61
http://fgserver3.fg.um.si/journal-ags/2010-1/article-3.asp
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Language: | English |
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Work type: | Scientific work |
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Typology: | 1.01 - Original Scientific Article |
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Organization: | FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
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Abstract: | The shear modulus, known as Gmax, is a key parameter for predicting the static and dynamic behavior of soils. Its value decreases by increasing the shear strain. This is because of reducing the soil’s stiffness as a result of increasing the shear deformation. The increasing of the shear modulus by increasing the shear strain is affected by some of the soil properties, such as the Void ratio (e), the Over consolidated ratio (OCR), the Normal stress (σ), the Plasticity index (PI), the Water content (ω%), the Shear strain rate, the Soil structure, and the Loading history, etc. In this paper, undrained, direct shear tests were conducted to study the effect of the plasticity index (PI) and the normal stress (σ) on the shear behavior and the shear modulus of remolded clays. The results show that the normalized shear modulus at a constant strain will generally increase as the σ and PI increase, and the common empirical equations for undisturbed soils at γ = 0~0.1 might be applicable for the disturbed soils too. |
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Keywords: | plasticity index, normal stress, shear modulus, disturbed clayey soils |
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Publication status: | Published |
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Publication version: | Version of Record |
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Year of publishing: | 2010 |
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Number of pages: | str. 47-59 |
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Numbering: | Letn. 7, št. 1 |
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PID: | 20.500.12556/DKUM-70726 |
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ISSN: | 1854-0171 |
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UDC: | 551:624.13 |
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ISSN on article: | 1854-0171 |
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COBISS.SI-ID: | 257453312 |
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NUK URN: | URN:SI:UM:DK:3X925DAU |
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Copyright: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
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Publication date in DKUM: | 11.06.2018 |
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Views: | 1178 |
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Downloads: | 139 |
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Metadata: | |
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Categories: | Misc.
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