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All Journal Jurnal technoscientia Jurnal Rekayasa Sipil dan Desain Teras Jurnal Civil and Environmental Science Journal (CIVENSE) JURNAL TEKNOLOGI TECHNOSCIENTIA Jurnal Profesi Insinyur Universitas Lampung JITER-PM (Jurnal Inovasi Terapan - Pengabdian Masyarakat) Jurnal Teknologi dan Inovasi Industri
Lusmeilia Afriani
Universitas Lampung
Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences

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Journal : JURNAL TEKNOLOGI TECHNOSCIENTIA

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TINJAUAN PENGARUH DIAMETER BUTIRAN TANAH TERHADAP NILAI KOHESI, C DAN SUDUT GESER DALAM,  Afriani, Lusmeilia
JURNAL TEKNOLOGI TECHNOSCIENTIA Academia Ista Vol 12 No 02 Februari 2008
Publisher : Lembaga Penelitian & Pengabdian Kepada Masyarakat (LPPM), IST AKPRIND Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34151/technoscientia.v0i0.2009

Abstract

Research about the influence of soil grain size to the value of cohesion c and internal shear angle j has been done by using direct shear test apparatus. The size of this instrument is a large box 500 x 500 x 300 mm. The soil sample for this research took from Criquebeuf-sur-Seine, Seine Maritime, North French. The soil grain size are 0/25 mm, 0/50 mm and 0/80 mm and it is classified as the coarse sol type. These results were then compared with that it uses sand sample from Fountainebleau, France. This research was done in the Regional Laboratorium of Street and Bridge in Rouen. Until now, research in the coarse grain soil are very rare due to the lack of instrument and facilities. The result indicates an important things where the grain size of soil will influences the cohesion value c, and the internal shear angle j. These values can be obtained from Mohr-Coulomb curve.
Co-Authors Adipaty, Arneta Pratiwi Anma Hari Kusuma, Anma Hari Arinal Hamni Ashruri Ashruri, Ashruri Carissa, Caroline Clara Damris Muhammad DEWI SARTIKA Dikpride Despa DWSBU, Chatarina Niken Gusri Akhyar Ibrahim Harahap, Charles Havis, Muhammad Helvi Yanfika Hidayatulloh, Anwar Ika Kustiani Iswan Iswan Kristianto Usman M. Haviz Niswah, hamimatun Nur, Areva Fatiha Pahlupi, Belli Rifai, Akbar Prima Rudy Rudy Setyanto Setyanto Siregar, Amril Ma’ruf Subeki Syah, Aminudin Vabylita, Maria Fransisca Yuliandari, Puspita