Performance of Eggshell Powder Addition to Clay Soil for Stabilization

The behavior of clay soil often becomes problematic for the building above it. One problem is its shrinking and swelling behavior which is affected by its water content, which also frequently influences the soil bearing of capacity in holding the load of the building above it. The powder from eggshe...

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Main Authors: Munirwan, Reza Pahlevi, Putra Jaya, Ramadhansyah, Munirwansyah, ., Ruslan, .
Format: Article
Language:English
Published: Blue Eyes Intelligence Engineering & Sciences Publication 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/26828/
http://umpir.ump.edu.my/id/eprint/26828/
http://umpir.ump.edu.my/id/eprint/26828/
http://umpir.ump.edu.my/id/eprint/26828/1/Performance%20of%20Eggshell%20Powder%20Addition.pdf
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spelling ump-268282020-03-19T03:37:08Z http://umpir.ump.edu.my/id/eprint/26828/ Performance of Eggshell Powder Addition to Clay Soil for Stabilization Munirwan, Reza Pahlevi Putra Jaya, Ramadhansyah Munirwansyah, . Ruslan, . TE Highway engineering. Roads and pavements The behavior of clay soil often becomes problematic for the building above it. One problem is its shrinking and swelling behavior which is affected by its water content, which also frequently influences the soil bearing of capacity in holding the load of the building above it. The powder from eggshell which abbreviated as ESP is a food industry waste that is high calcium and not often used for reprocessing. This experiment purposes is to know the effect of adding ESP as a stabilizing material in clay. Soil sample for laboratory testing was carried out from Cot Bagie Village, Blang Bintang, Aceh Besar District, and Aceh Province. From AASHTO classification system, the soil sample is A-7-5 (21) and from USCS system, is organic clay with high plasticity (OH). The percentages of ESP added are 0%, 3%, 6% and 9% of the dry weight of the clay for experiment on laboratory. The Atterberg Limit parameters commonly incline with ESP addition. Based on the standard Proctor test, the original soil has an Optimum Moisture Content (OMC) of 19.8% and a maximum dry unit weight (γd max) of 1.367 gr/cm3 . Overall, adding ESP to the clay sample increases the mechanical properties of soil compared to the sample without ESP. Thus, the use of ESP for stabilization in this experiment can improve the bearing capacity, so that it is beneficial for construction in the field. Blue Eyes Intelligence Engineering & Sciences Publication 2019 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26828/1/Performance%20of%20Eggshell%20Powder%20Addition.pdf Munirwan, Reza Pahlevi and Putra Jaya, Ramadhansyah and Munirwansyah, . and Ruslan, . (2019) Performance of Eggshell Powder Addition to Clay Soil for Stabilization. International Journal of Recent Technology and Engineering, 8 (3S3). pp. 532-535. ISSN 2277-3878 https://www.ijrte.org/wp-content/uploads/papers/v8i3s3/C10941183S319.pdf https://doi.org/10.35940/ijrte.C1094.1183S319
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TE Highway engineering. Roads and pavements
spellingShingle TE Highway engineering. Roads and pavements
Munirwan, Reza Pahlevi
Putra Jaya, Ramadhansyah
Munirwansyah, .
Ruslan, .
Performance of Eggshell Powder Addition to Clay Soil for Stabilization
description The behavior of clay soil often becomes problematic for the building above it. One problem is its shrinking and swelling behavior which is affected by its water content, which also frequently influences the soil bearing of capacity in holding the load of the building above it. The powder from eggshell which abbreviated as ESP is a food industry waste that is high calcium and not often used for reprocessing. This experiment purposes is to know the effect of adding ESP as a stabilizing material in clay. Soil sample for laboratory testing was carried out from Cot Bagie Village, Blang Bintang, Aceh Besar District, and Aceh Province. From AASHTO classification system, the soil sample is A-7-5 (21) and from USCS system, is organic clay with high plasticity (OH). The percentages of ESP added are 0%, 3%, 6% and 9% of the dry weight of the clay for experiment on laboratory. The Atterberg Limit parameters commonly incline with ESP addition. Based on the standard Proctor test, the original soil has an Optimum Moisture Content (OMC) of 19.8% and a maximum dry unit weight (γd max) of 1.367 gr/cm3 . Overall, adding ESP to the clay sample increases the mechanical properties of soil compared to the sample without ESP. Thus, the use of ESP for stabilization in this experiment can improve the bearing capacity, so that it is beneficial for construction in the field.
format Article
author Munirwan, Reza Pahlevi
Putra Jaya, Ramadhansyah
Munirwansyah, .
Ruslan, .
author_facet Munirwan, Reza Pahlevi
Putra Jaya, Ramadhansyah
Munirwansyah, .
Ruslan, .
author_sort Munirwan, Reza Pahlevi
title Performance of Eggshell Powder Addition to Clay Soil for Stabilization
title_short Performance of Eggshell Powder Addition to Clay Soil for Stabilization
title_full Performance of Eggshell Powder Addition to Clay Soil for Stabilization
title_fullStr Performance of Eggshell Powder Addition to Clay Soil for Stabilization
title_full_unstemmed Performance of Eggshell Powder Addition to Clay Soil for Stabilization
title_sort performance of eggshell powder addition to clay soil for stabilization
publisher Blue Eyes Intelligence Engineering & Sciences Publication
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/26828/
http://umpir.ump.edu.my/id/eprint/26828/
http://umpir.ump.edu.my/id/eprint/26828/
http://umpir.ump.edu.my/id/eprint/26828/1/Performance%20of%20Eggshell%20Powder%20Addition.pdf
first_indexed 2023-09-18T22:42:01Z
last_indexed 2023-09-18T22:42:01Z
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