Sudarman, Aulia R and Afriani, Lusmeilia and Iswan, Iswan (2016) Korelasi antara Kuat Tekan Bebas dengan Kuat Tekan Geser langsung pada Tanah Lanau Disubstitusi dengan Pasir. Jurnal Rekayasa Sipil dan Desain (JRSDD), 4 (2). pp. 318-327. ISSN 2303-0011

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Abstract

This study aims to get the correlation between the soil compressive strength and soil shear strength directly on silt substituted with granulated materials. This is done because if building structures on the silt soil will cause several problems including a small value of the compressive strength and low shear strength after incurring. For the testing is done with a mixture of sand, silt soil so that it can be seen how much sand mixture to resist the forces on the load that is above the ground. To determine the sand effect on silt soil , with the compressive strength and shear strength that has been made by way of mixing the sand by 10%, 20%, 30% and 40%. From the test results showed an increase in the compressive strength of 0.3723 kg/cm 2 in a mixture of 10% sand and a decrease in the mixture thereafter. In the direct shear strength value increased 30% when variations mixture of sand that is equal to 0.4290 kg / cm 2 , the cohesion of 0.27 kg / cm 2 and the friction angle in at 26.170. Keywords: silt soil, sand, soil compressive strength, soil direct shear

Item Type:	Article
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik (FT) > Prodi Teknik Sipil
Depositing User:	Dr.Ir Lusmeilia Afriani
Date Deposited:	12 Apr 2022 01:22
Last Modified:	12 Apr 2022 01:22
URI:	http://repository.lppm.unila.ac.id/id/eprint/41232

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