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Influence of Silt Content and void ratio on the properties of sand silt mixture

Consolidation coefficient (Cv), Hydraulic conductivity (K), and volume compressibility coefficient (mv), especially have an enormous effect on the formation of the pressure in the pores whenever soils with granularity get loaded together with fines in an undrained or partially drained state. The obj...

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Main Authors: Hoque, Md. Ikramul, Muzamir, Hasan, Meem, Tamanna Islam, Datta, Shuvo Dip
Format: Article
Language:English
Published: HBRP Publication 2023
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/39185/1/Influence%20of%20Silt%20Content%20and%20void%20ratio%20on%20the%20properties%20of%20sand%20silt%20mixture.pdf
http://umpir.ump.edu.my/id/eprint/39185/
https://doi.org/10.5281/zenodo.8281053
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spelling my.ump.umpir.391852023-11-06T00:07:02Z http://umpir.ump.edu.my/id/eprint/39185/ Influence of Silt Content and void ratio on the properties of sand silt mixture Hoque, Md. Ikramul Muzamir, Hasan Meem, Tamanna Islam Datta, Shuvo Dip TA Engineering (General). Civil engineering (General) Consolidation coefficient (Cv), Hydraulic conductivity (K), and volume compressibility coefficient (mv), especially have an enormous effect on the formation of the pressure in the pores whenever soils with granularity get loaded together with fines in an undrained or partially drained state. The objective of this study is to quantify what is the impact of the soil's void ratio and amount of fines on these soil parameters involved. The results of multiple tests on two poorly graded sands using flexible wall permeameters are displayed and discussed. These tests used nonplastic silt concentrations of 0%, 5%, 10%, 15%, 20%, and 25%. The experimental findings demonstrate that, in both cases, the consolidation and permeability coefficients are rising as the silt concentration falls. So, as the void ratio rises (because of a decrease in silt concentration), the K does as well. The void ratio affects the soil's ability to compress its volume, which has caused some variation. This study reveals that the finer native Khulna sand exhibits poor drainage conditions. In comparison to nearby sand, the somewhat coarser Kushtia Sand has excellent drainage characteristics. As a result, it seems to sense that coarser sand would be better for building any kind of structure. The soil beneath a foundation for a hefty structure or high-rise building should contain less silt. HBRP Publication 2023 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/39185/1/Influence%20of%20Silt%20Content%20and%20void%20ratio%20on%20the%20properties%20of%20sand%20silt%20mixture.pdf Hoque, Md. Ikramul and Muzamir, Hasan and Meem, Tamanna Islam and Datta, Shuvo Dip (2023) Influence of Silt Content and void ratio on the properties of sand silt mixture. Journal of Advances in Geotechnical Engineering, 6 (3). pp. 8-21. (Published) https://doi.org/10.5281/zenodo.8281053 10.5281/zenodo.8281053
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Hoque, Md. Ikramul
Muzamir, Hasan
Meem, Tamanna Islam
Datta, Shuvo Dip
Influence of Silt Content and void ratio on the properties of sand silt mixture
description Consolidation coefficient (Cv), Hydraulic conductivity (K), and volume compressibility coefficient (mv), especially have an enormous effect on the formation of the pressure in the pores whenever soils with granularity get loaded together with fines in an undrained or partially drained state. The objective of this study is to quantify what is the impact of the soil's void ratio and amount of fines on these soil parameters involved. The results of multiple tests on two poorly graded sands using flexible wall permeameters are displayed and discussed. These tests used nonplastic silt concentrations of 0%, 5%, 10%, 15%, 20%, and 25%. The experimental findings demonstrate that, in both cases, the consolidation and permeability coefficients are rising as the silt concentration falls. So, as the void ratio rises (because of a decrease in silt concentration), the K does as well. The void ratio affects the soil's ability to compress its volume, which has caused some variation. This study reveals that the finer native Khulna sand exhibits poor drainage conditions. In comparison to nearby sand, the somewhat coarser Kushtia Sand has excellent drainage characteristics. As a result, it seems to sense that coarser sand would be better for building any kind of structure. The soil beneath a foundation for a hefty structure or high-rise building should contain less silt.
format Article
author Hoque, Md. Ikramul
Muzamir, Hasan
Meem, Tamanna Islam
Datta, Shuvo Dip
author_facet Hoque, Md. Ikramul
Muzamir, Hasan
Meem, Tamanna Islam
Datta, Shuvo Dip
author_sort Hoque, Md. Ikramul
title Influence of Silt Content and void ratio on the properties of sand silt mixture
title_short Influence of Silt Content and void ratio on the properties of sand silt mixture
title_full Influence of Silt Content and void ratio on the properties of sand silt mixture
title_fullStr Influence of Silt Content and void ratio on the properties of sand silt mixture
title_full_unstemmed Influence of Silt Content and void ratio on the properties of sand silt mixture
title_sort influence of silt content and void ratio on the properties of sand silt mixture
publisher HBRP Publication
publishDate 2023
url http://umpir.ump.edu.my/id/eprint/39185/1/Influence%20of%20Silt%20Content%20and%20void%20ratio%20on%20the%20properties%20of%20sand%20silt%20mixture.pdf
http://umpir.ump.edu.my/id/eprint/39185/
https://doi.org/10.5281/zenodo.8281053
_version_ 1822923838063640576
score 13.235796

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