ADE PURNOMO, NIM : 112021056 (2025) PENGARUH PENAMBAHAN SERBUK KERAMIK DAN SEMEN TERHADAP NILAI KUAT TEKAN BEBAS PADA STABILITAS TANAH LANAU. Skripsi thesis, Universitas Muhammadiyah Palembang.
|
Text
112021056_BAB _1 _DAPTAR_PUSTAKA.pdf Download (2MB) | Preview |
|
![]() |
Text
112021056 _BAB II.pdf Restricted to Repository staff only Download (1MB) |
|
![]() |
Text
112021056 _BAB III.pdf Restricted to Repository staff only Download (830kB) |
|
![]() |
Text
112021056 _BAB IV.pdf Restricted to Repository staff only Download (1MB) |
|
![]() |
Text
112021056 _BAB V.pdf Restricted to Repository staff only Download (15kB) |
|
![]() |
Text
112021056 _DAFTAR_PUSTAKA.pdf Restricted to Repository staff only Download (238kB) |
|
![]() |
Text
112021056_lampiran.pdf Restricted to Repository staff only Download (13MB) |
|
![]() |
Text
112021056_ COVER_SAMPAI_LAMPIRAN.pdf Restricted to Repository staff only Download (16MB) |
Abstract
Road infrastructure development often faces challenges in the form of unstable subgrade conditions, one of which is silt, which has low bearing capacity and is prone to changes in properties due to water content. This study aims to determine the effect of adding ceramic waste powder and cement on increasing the unconfined compression strength (UCS) of silt soil. Soil samples were taken from Betung Barat Village, Abab District, PALI Regency, and then tested at the Soil Mechanics Laboratory of Muhammadiyah University of Palembang. The mixture variations used were 8% ceramic powder with 0%, 2%, 3%, and 4% cement additions, with curing times of 0, 6, and 9 days. The results showed that the original silt soil had a low unconfined compressive strength of approximately 0.23 kg/cm² (categorized as slightly stiff). After the addition of 8% ceramic powder and various cement variations, the UCS value increased significantly. The highest increase was achieved with a mixture of 3% cement + 8% ceramic powder with a 9-day curing time, resulting in an unconfined compressive strength of 1.12 kg/cm² (categorized as hard silt). However, with the addition of 4% cement, the UCS value decreased compared to the 3% variation. This indicates that the use of ceramic powder and cement is effective for stabilizing silt soil, with the optimum mixture being 3% cement content and 9-day curing time.
Item Type: | Thesis (Skripsi) |
---|---|
Additional Information: | Pembimbing 1. Ir. Revisdah,M.T 2. MuhammadArfan,S.T.,M.T |
Uncontrolled Keywords: | silt soil, ceramic powder, cement, unconfined compressive strength, soil stabilization |
Subjects: | Teknik Sipil > geologi teknis (untuk teknik sipil) |
Divisions: | Fakultas Teknik > Teknik Sipil (S1) |
Depositing User: | Mahasiswa Fakultas Teknik |
Date Deposited: | 09 Sep 2025 03:09 |
Last Modified: | 09 Sep 2025 03:09 |
URI: | http://repository.um-palembang.ac.id/id/eprint/33065 |
Actions (login required)
![]() |
View Item |