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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Deformasi Jurnal Rekayasa Konstruksi Mekanika Sipil Jurnal Tekno
John Tri Hatmoko
Universitas Atma Jaya Yogyakarta
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Industrial & Manufacturing Engineering Transportation

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Perilaku Geser Tanah yang Distabilisasi dengan Abu Ampas Tebu-Semen dan Inklusi Serat Polyester Hatmoko, John Tri; Suryadharma, Hendra
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 2, DESEMBER 2017
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (548.091 KB) | DOI: 10.14710/mkts.v23i2.15975

Abstract

Bagasse ash is a fine residue collected from the burning of bagasse in sugar factory, and it behaves as pozzolanic materials. In addition, engineering behaviour of bagasse ash can be improved by addition of cement containing high calcium. Recently, research about cement stabilized soil is continuously in progress. In this paper, a set of experiment programs were done to investigate the randomly oriented polyester fibre  inclusion in bagasse ash-cement stabilized soil.  Bagasse ash was mixed with clay in different proportions. To get the optimum curing period,  it was done light compaction test of soil with 8% cement cured with 7, 14, 21, 28 and 36 days curing period,  that was found on 28 days. The next experiment was compaction test on soil + 8% cement + 3,6,9 and 12% bagasse ash to obtain optimum bagasse ash proportion. The result indicated that optimum bagasse ash content was 9%. To ensure this result, unconfined compression test was done on the same sample. Finally, light compaction, unconfined compression and direct shear tests were done on : soil + 8% cement + 9% bagasse ash +  polyester fibre with 28 days curing period. The results showed that maximum dry density and optimum moisture content was not influenced by fibre inclusion, whereas the increase of shear strength of stabilized soil with fibre inclusion  was mainly due to improvement of internal friction angle. In unconfined compression test, the unconfined compression strength of stabilized soil was significantly improved by fibre inclusion.
PERBAIKAN TANAH LEMPUNG BERKAPUR DENGAN ABU SEKAM PADI Suryadharma, Hendra; Hatmoko, John Tri
Jurnal Tekno Vol 17 No 1 (2020): Jurnal Tekno
Publisher : Direktorat Riset dan Pengabdian pada Masyarakat Universitas Bina Darma

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33557/jtekno.v17i1.853

Abstract

At the research area, there was found the high content lime -clay, that is usually low plasticity clay. The purpose of this research, then, to improve engineering properties of high content lime-clay by addition of rice husk ash (RHA). To enhance the purpose, a series of experimental programs was undertaken. Firstly, the standard compaction test was done on the soil + lime with and without curing time. Secondly, to get optimum lime content, there was performed CBR and unconfined compression tests on the soil +lime, and it was found that optimum lime content is 4%. Then, the CBR and unconfined compression experiment were done on the soil + 4% lime + ( 5, 10, 15,20, 25%) of RHA with 7,21,28, 36  56 days curing time. The results indicate that there was no significant changes of optimum moisture content (OMC) and maximum dry density (MDD) due to addition of lime to the soil. The initial unconfined compression stress of soil sample was 41.5 kPa that is classified as soft clay. Due to addition of lime, there was significant improvement of CBR and unconfined compression stress on 4% of lime with 36 days curing period. The CBR value and unconfined compression stress on the soil + lime + RHA increase proportional to the proportion of RHA. With respect to curing time, there was the improvement of the CBR and unconfined compression stress of stabilized soil, and the significant improvement was found on 56 days curing time. However, there was no optimum curing time found in this research..
PENGARUH WAKTU CURING TERHADAP STABILITASI TANAH DASAR LEMPUNG MENGGUNAKAN POLIMER Adriza, Annisa Putri; Handoko, Luky; Hatmoko, John Tri
Jurnal Deformasi Vol. 4 No. 2 (2019): JURNAL DEFORMASI
Publisher : Universitas PGRI Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31851/deformasi.v4i2.3556

Abstract

ABSTRAKTanah lempung lunak tersebar di beberapa wilayah di Indonesia. Umumnya, tanah lempung lunak sifat mekanik yang buruk sehingga tidak cocok digunakan sebagai tanah dasar. Stabilisasi terhadap lapisan tanah dasar untuk pembangunan jalan merupakan salah satu solusi untuk mengatasi masalah yang terjadi pada tanah lunak. Polimer adalah bahan tambah masih dikembangkan untuk stabilisasi tanah dasar di Indonesia. Polimer memiliki potensi menggantikan semen dan kapur sebagai bahan tambah tradisional. Pada penelitian ini akan dibahas mengenai pengaruh waktu curing terhadap sifat fisik tanah dan sifat mekanik tanah dasar yang distabilisasi oleh polimer bila dibandingkan dengan tanah asli. Benda uji diperam selama 2, 4, 6, 9, 18, 24, 48,72 jam dan 7 hari. Hasil penelitian menunjukkan adanya perbaikan dengan menurunnya nilai indeks plastisitas dan kadar air. Nilai kuat tekan bebas mengalami kenaikan sebesar 10% setelah di lakukan pemeraman selama 7 hari.Kata Kunci : Tanah dasar, waktu curing, polimer, indeks plastisitas, kuat tekan bebas
Pengaruh Perubahan Kadar Air pada Sifat-Sifat Tanah Organik yang distabilisasi dengan Limbah Karbit dan Abu Ampas Tebu HATMOKO, John Tri; HANDOKO, Luky
Jurnal Rekayasa Konstruksi Mekanika Sipil Vol 2 No 2 (2019): Volume 2 Nomor 2 Tahun 2019
Publisher : Fakultas Teknik Universitas Katolik Santo Thomas

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (569.399 KB) | DOI: 10.54367/jrkms.v2i2.523

Abstract

Research on organic soil stabilization utilizing materials such as cement, lime, rice husk ash, fly ash, bagasse ash to change soil shear behavior has been widely carried out to this date. However, not many researchers have studied the changes in water content in organic soils that have been stabilized with such materials, especially on the changes in soil physical properties. This study aims to find out the effect of changes in water content in physical properties including: volume weight (γ), specific gravity (G), water content (w), void ratio (e), degree of acidity (pH) and content organic (O). A series of tests was conducted, namely the chemical composition of: organic soil test (TO), carbide waste (CCR), and bagasse ash (AAT), and testing for the physical properties of organic soil. Further, additional material (60% CCR and 40% AAT) was added to the soil in proportions: 5, 10, 15, 20, 25 and 30% combined with different initial water contents (498, 548 and 598%) and curing time: 7, 14, 21 and 36 days. Then, we conducted test for physical properties of the soil that has been stabilized. The physical and chemical properties of the soil change subject to added material content and ripening time. At high water content, the change is more significant than at lower water content. The volume weight, specific gravity, and acidity of the soil increases while the void ratio and soil organic content decrease. The optimal content of added material is 20% with an optimal time of curing 21 days
Co-Authors Adriza, Annisa Putri HANDOKO, Luky Suryadharma, Hendra