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All Journal Musamus Journal of Civil Engineering Journal of Infrastructure and Civil Engineering Jurnal Pengabdian Inovasi dan Teknologi Kepada Masyarakat SAINSTEK
Muhammad Toyeb
Universitas Abdurrab
Arts Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Transportation Other

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Journal : Journal of Infrastructure and Civil Engineering

 1 
Perencanaan Dinding Turap di Tepi Sungai Pada Tanah Lunak Muhammad Toyeb; Husni Mubarak; Puspa Ningrum; Muhammad Yazid
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.23

Abstract

Stability of soil on the riverbank necessary to considered towards landslide. Especially the location of soil in around it commonly have kinds the soft soil and over deformation. The large lateral earth pressure grant the influence to sheet pile stability. The face problem was embankment placed in riverbank on natural soil. It is potentially occur shear failure on embankment. Aim the study was design sheet pile to own bearing capacity in order to able withhold mainly lateral force. The source data from soil investigation report was SPT and analysis method based on soil properties, load design, lateral earth pressure, moment force. The result based on soil investigation obtained that almost 20 meters depth was soil to overly soft density. Depth of sheet pile was not reached rock soil because it mainly withhold lateral earth pressure. Therefore design of sheet pile planned to using steel sheet pile of Larssen profile 605K with length 12 m and driving depth 7 m along reinforcement to block anchor.
Perubahan Nilai CBR Pada Tanah Lempung Yang Dicampur Abu Tandan Sawit Puspa Ningrum; Muhammad Toyeb; Husnah Husnah
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.25

Abstract

CBR (California Bearing Ratio) value is usually used to determine the bearing capacity of a soil type. Soil conditions with low bearing capacity are often found in clay soil types. There are several ways to increase the CBR value of clay, one of which is by adding palm bunch ash. In this research, an analysis of changes in the CBR value of clay with addition of 5%, 7.5%, and 10% palm oil bunch ash. The results showed that the largest CBR value was obtained at the addition of 10% of palm oil bunch ash, which was 7.493%.
Co-Authors Debi Setiawan Husnah Husnah Husni Mubarak Muhamad Auliandi Muhammad Yazid Puspa Ningrum Ramalia Noratama Putri Ria Gusri Widyas Tuti Suci Sinta Lestari