TRAVELA VIRNANDA NATASYA, NIM 112020094 (2025) PENGARUH PENAMBAHAN SOIL STABILIZER TERHADAP PENGUJIAN KUAT TEKAN BEBAS PADA TANAH LEMPUNG RUAS JALAN DESA TEBING KAWAT KECAMATAN TALANG UBI KABUPATEN PALI. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

Clay soil is a type of soil that has a low carrying capacity. The function of the soil as a building foundation requires stable soil conditions. Therefore, the soil needs to be done a special treatment to improve the properties that are not good in the soil by stabilization. The purpose of soil stabilization is to increase the carrying capacity of the soil, One other alternative for clay soil stability is to add Soil Stabilizer to the soil. Soil Stabilizer has a content that can make the stability value of the soil high where when mixed with quarry stone ash will strengthen the carrying capacity value of the soil. The variations of the Soil Stabilizer mixture used are 0%, 6%, 12%, and 18% of dry soil weight with a ripening time of 0, 7, and 14 days. This study, it shows that the value of free compressive strength continues to increase until the highest limit occurs in the 18% Soil Stabilizer mixture, which is 1,94250 kg/cm2, with an increase percentage of 64.58%, so the value of free compressive strength is influenced by the addition of mixture variations where the largest free compressive strength value occurs in 18% mixture variations with a curing time of 14 days. Keywords: Clay, Stabilization, Soil Stabilizer, Free Compressive Strength

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing : 1. Ir. R.A Sri Martini, M.T. 2. Adji Sutama, S.T., M.T.
Uncontrolled Keywords:	Keywords: Clay, Stabilization, Soil Stabilizer, Free Compressive Strength
Subjects:	Teknik Sipil > geologi teknis (untuk teknik sipil)
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	06 May 2025 03:32
Last Modified:	06 May 2025 03:32
URI:	http://repository.um-palembang.ac.id/id/eprint/30378

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