Media Ilmiah Teknik Sipil
Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil

Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen untuk Perkerasan Jalan Raya

Anwar Muda (Universitas Muhammadiyah Palangkaraya)

Article Info

Publish Date
01 Jun 2017

Abstract

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.

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Journal Info
Media Ilmiah Teknik Sipil
Website

Abbrev

mits

Publisher

Universitas Muhammadiyah Palangkaraya

Subject

Civil Engineering, Building, Construction & Architecture

Description

The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of ...