Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen untuk Perkerasan Jalan Raya
| Main Author: | Muda, Anwar |
|---|---|
| Format: | Article info Book application/pdf eJournal |
| Bahasa: | eng |
| Terbitan: |
Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya
, 2017
|
| Online Access: |
http://journal.umpalangkaraya.ac.id/index.php/mits/article/view/268 http://journal.umpalangkaraya.ac.id/index.php/mits/article/view/268/260 |
Daftar Isi:
- This study aims to determine the compressive strength of clay and sand stabilized clay soil for pavement. The results showed that the sand stabilization was 12% with 2% cement, the UCS value rose to 0.49 kg / cm2 from the initial condition 0.41 kg / cm2. Then, the addition of cement 4%, the UCS value also increased by 4.44 kg / cm2. On the addition of cement by 6%, the UCS value increased to 5.29 kg / cm2 and the addition of cement by 8%, the UCS value rose to 7.33 kg / cm2 and the addition of cement 10%, the UCS value increased to 9.06 kg / cm2. So, with the addition of sand by 12% and optimum cement 8%, it meets the technical requirements of the lower foundation layer of the road because the UCS value is 7.33 kg / cm2> 6 kg / cm2.