Analysis of The Addition of 10% Lime on Unconfined Compressive Strenght Test of  Humbang Hasundatan's  Soil Peat

Suhairiani Suhairiani; Nahesson H Panjaitan; Enny Sinaga; Siti Yuzni

Proceedings of the 4th International Conference on Innovation in Education, Science and Culture, ICIESC 2022, 11 October 2022, Medan, Indonesia

Research Article

Analysis of The Addition of 10% Lime on Unconfined Compressive Strenght Test of Humbang Hasundatan's Soil Peat

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@INPROCEEDINGS{10.4108/eai.11-10-2022.2325500,
    author={Suhairiani  Suhairiani and Nahesson H  Panjaitan and Enny Keristiana Sinaga and Siti Zulfa Yuzni},
    title={Analysis of The Addition of 10\% Lime on Unconfined Compressive Strenght Test of  Humbang Hasundatan's  Soil Peat},
    proceedings={Proceedings of the 4th International Conference on Innovation in Education, Science and Culture, ICIESC 2022, 11 October 2022, Medan, Indonesia},
    publisher={EAI},
    proceedings_a={ICIESC},
    year={2022},
    month={12},
    keywords={lime 10\% peat soil ucs},
    doi={10.4108/eai.11-10-2022.2325500}
}

Suhairiani Suhairiani
Nahesson H Panjaitan
Enny Keristiana Sinaga
Siti Zulfa Yuzni
Year: 2022
Analysis of The Addition of 10% Lime on Unconfined Compressive Strenght Test of Humbang Hasundatan's Soil Peat
ICIESC
EAI
DOI: 10.4108/eai.11-10-2022.2325500

Suhairiani Suhairiani¹^,*, Nahesson H Panjaitan¹, Enny Keristiana Sinaga², Siti Zulfa Yuzni²

1: Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Medan, Indonesia
2: Department of Building Engineering Education, Faculty of Engineering, Universitas Negeri Medan, Indonesia

*Contact email: suhairiani@unimed.ac.id

Abstract

Knowledge of Civil Engineering in the field of Geotechnical engineering, especially in terms of soil stabilization, it can be used as the development and utilization of soil materials such as for soil peat in the Humbang Hasundutan district, as utilization of soil in road subgrade construction work that will be tested by Unconfined Compressive Strenght Test. This research uses experimental method that is done in the laboratory, with conducting test to obtain new soil parameter data with trying the addition of 10% lime. From the result of soil testing that is carried out on the addition of 10% lime, it is obtained free compressive strength value of 0.017 kg/cm2, and it is still classified as very soft soil strength (< 25 kg/cm2), so it has not met the specification of Bina Marga to be used as a road subgrade construction which is categorized as min > 2.00 kg/cm2

Keywords: lime 10% peat soil ucs

Published: 2022-12-22
Publisher: EAI

: http://dx.doi.org/10.4108/eai.11-10-2022.2325500