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All Journal TEKNIK Gaung Informatika Paramita: Historical Studies Journal Media Ilmu Keolahragaan Indonesia Jurnal Totem : Architecture, Environment, Region and Local Wisdom PALASTREN Dinamika ISLAMICA: Jurnal Studi Keislaman AGASTYA: JURNAL SEJARAH DAN PEMBELAJARANNYA Jurnal Ilmiah Hukum LEGALITY JURNAL SINEKTIK CARADDE: Jurnal Pengabdian Kepada Masyarakat Dialogia: Jurnal Studi Islam dan Sosial Unnes Journal of Mathematics Education Research International Journal of Demos Jurnal Fokus Manajemen Bisnis
Khoirul Huda
Universitas Wijaya Kusuma Surabaya
Religion Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Social Sciences Other

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Journal : TEKNIK

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Analisis Uji Geser Tanah Merah Residual dengan Metode Slurry di Kabupaten Semarang Pardoyo, Bambang; Wirawan, Briota Akhbar; Huda, Khoirul
TEKNIK In Press
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/teknik.v42i1.33261

Abstract

Residual soil is found in most areas with mountainous, hilly, and undulating topography. This soil is marked by red or brown color. This study aims to determine the physical and mechanical properties of soil in the original soil and residual soil conditions using the slurry method. Research objects were taken from residual red soil of The East Ungaran District, Bergas District, and Bawen District. Analysis of the physical and mechanical properties test shows that the soil sample is a type of clay with kaolinite constituent minerals and moderate swelling ability, and direct shear testing from locations L1, L2, and L3 obtained residual peak shear angles using the slurry method of 29,249 °; 31,341 °; 31,964 ° and constant residual shear angle value of 8,082 °; 8,138 °; 7,294 °, the value of the original soil shear angle has a value of 32.82 °; 31.44 °; 31.98. The higher the value of the plasticity index, the higher the value of the free swell. The relationship between the plasticity index and the value of the residual peak shear angle shows that the results of the peak shear angle and the plasticity index are still within the scope of standard deviation. The value of the constant residual shear angle with the slurry method is much smaller than the test result graph.
Co-Authors Agus Kristiyanto Andika Persada Putera, Andika Persada Anjar Mukti Wibowo, Anjar Anjar Mukti Wibowo, Anjar Mukti Aziz, Thoriq Bambang Pardoyo Dahlan Susilo Efendi, Arman Fahas, Rida Faizal Baharuddin Firdhaus Hari Saputro Al Haris Ina Ola, Clara Yunita Inda Nurdianti, Sieva Khusnul Fajriyah MILASARI, LISA ASTRIA Muchsin Doewes Novi Triana Habsari, Novi Prabowo, Taufik Sigit Riani, Rindiana Putri Rochmad - Salamatun Asakdiyah, Salamatun Silalahi, Natalia Debora Soebijantoro, S Supriyadi Supriyadi Tiku, Rahel Krisnawati Wirawan, Briota Akhbar Yudi Hartono, Yudi