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All Journal Jurnal Riset Rekayasa Sipil
Yusep Muslih Purwana
Jurusan Teknik Sipil, Universitas Sebelas Maret, Jl. Ir. Sutami 36 A Surakarta
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science

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TINJAUAN PENENTUAN PARAMETER KEKUATAN GESER TANAH DENGAN KORELASI HASIL UJI PENETRASI STANDAR (SPT) DAN BATAS-BATAS ATTERBERG DENGAN PENGUJIAN TRIAXIAL PADA TANAH DI BOYOLALI I Gusti Putu Yoga Putra Perdana; Yusep Muslih Purwana; Bambang Setiawan
Jurnal Riset Rekayasa Sipil Vol 5, No 1 (2021): September 2021
Publisher : Civil Engineering Study Program, Engineering Faculty Universitas Sebelas Maret

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (965.26 KB) | DOI: 10.20961/jrrs.v5i1.47865

Abstract

Soil investigations often encounter limitations that result in unavailability of the data required in calculation of building structure. These limitations can be in the form of geographical conditions, time of investigation, human resources, tools or budget availability. Researchers have previously studied the relationship between various soil parameters to determine other parameters required in civil building planning. In the railway construction project between Solo Balapan Station and Adie Soemarmo Airport Station, the engineering team conducted a fairly comprehensive soil investigation on the soil of Boyolali. This study studies the determination of the soil shear strength parameters using standard penetration test data and Atterberg limits test results in the project. The results of this determination are then compared with the available correlation formulas and graphs. The results showed that there was a significant difference between the correlation conducted by the researcher and the available correlation formulas and charts.
Co-Authors Bambang Setiawan I Gusti Putu Yoga Putra Perdana