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All Journal Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain Buletin Sumber Daya Geologi JURNAL ABDIMAS TRIDHARMA MANAJEMEN These proceedings represent the work of researchers participating in The International Conference on Elementary Education (ICEE) which is being hosted by the Elementary Education Study Programme School of Postgraduate Studies, Universitas Pendidikan Prosiding University Research Colloquium
Setyanto Setyanto
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Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Medicine & Pharmacology Social Sciences Other

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Korelasi Uji Pemadatan Standard Proctor Method Terhadap Pengujian CBR Laboratorium Berdasarkan Alat Uji Tekan Modifikasi di Laboratorium Untuk Pemadatan Tanah di Lapangan Widyastuty Utami; Setyanto Setyanto; Rahayu Sulistiyorini
Jurnal Rekayasa Sipil dan Desain Vol 7, No 1 (2019): Edisi Maret 2019
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Untuk mendapatkan tanah timbunan dengan kualitas yang baik, diperlukan pemadatan serta pengujian California Bearing Ratio (CBR) agar tanah timbunan kuat dan stabil terhadap beban struktur maupun beban non struktur. Penelitian ini bertujuan untuk membandingkan hasil uji CBR metode tumbukan dengan hasil uji CBR metode tekanan.Sampel tanah yang digunakan adalah tanah timbunan biasa, terdiri dari enam sampel untuk pengujian CBR metode tumbukan dan delapanbelas sampel untuk pengujian CBR metode tekanan menggunakan alat uji tekan pemadat modifikasi. Tekanan yang digunakan adalah 5 MPa, 10 MPa, dan 15 MPa dengan menggunakan tiga sampel tanah pada masing-masing tekanan. Dari penelitian diperoleh hasil nilai CBR yang bervariasi, nilai CBR tanpa rendaman metode tumbukan (2,45%) lebih rendah dibandingkan nilai CBR tanpa rendaman metode tekanan yaitu sebesar 4,87%, 4,9%, dan 5%. Sebaliknya, nilai CBR rendaman metode tumbukan (2%) lebih tinggi dibandingkan nilai CBR rendaman metode tekanan yaitu 0,78%, 0,8%, dan 1,45%.Kata kunci: Tanah Timbunan, Standard Proctor, California Bearing Ratio (CBR), Alat Uji Tekan Pemadat Modifikasi.
Studi Kekuatan Pasangan Batu Bata Pasca Pembakaran Menggunakan Bahan Additive Zeolit Aldy Fernanda; Iswan Iswan; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 3, No 3 (2015): Edisi September 2015
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In this research the reseacher used the worst material of soil with additive materials named theash of bagasse in purpose to utilize the waste and to increase the strength of the bricks so that itcan produce cheap bricks with good quality that can be an alternative for bricks industries.Soil samples were tested in this study is derived from the silt soil region Nyunyai road,Kec.Rajabasa. Variations in the levels of the mixture used is 6%, 8%, 10%, and 12% and dryingfor 7 days, with burning treatment and without burning treatment. Based on the results of physicalexamination native land, USCS classify soil samples as fine-grained soil and belong to the CLgroup.The results showed that the brick-making post-combustion using zeolite mixture meets theIndonesian National Standard (SNI) bricks for building materials. In general, the addition ofzeolite material in the soil reduces the value of the density of the soil mixture. For the compressivestrength of bricks without combustion and combustion processes are best shown in the addition ofa mixture of 10%-12%.Keywords: Bricks, silt soil, zeolite, compressive strength
Studi Kuat Tekan Paving Block dari Campuran Tanah, Semen, dan Abu Sekam Padi Menggunakan alat Pemadat Modifikasi Sherliana Sherliana; Iswan Iswan; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 4, No 1 (2016): Edisi Maret 2016
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One of means transportation wich already familiar is paving block. Paving blocks made of amixture of portland cement or adhesive material like hydrolysis, water, and aggregates with orwithout other ingredients. However, the use of the material is made into high production rates.Therefore, in this study the process of manufacture of paving blocks will be tested using alternativematerials such as soil mixtures with rice husk ash additive materials derived from residualcombustion rice straw waste combined with portland cement.Soil samples were tested in this study are derived from clay Kota Baru, South Lampung are..Variations in content the mixture used was 0%, 7%, 9%, 11% and 13%, to 14 days curing timeand with burning treatment and without burning paving block samples. Based on the results ofphysical testing original soil, USCS soil samples classified as fine-grained soil and included in theCL group.The results showed that the manufacture of paving blocks using the soil material with additivematerials such as rice husk ash and cement did not fulfill SNI paving block. However, in generalthe addition of the additive materials can increase the physical and mechanical properties of thesoil. It is proved by the increasing value of the optimum moisture content and ductility of pavingblocks. For the compressive strength of paving blocks without and with burning process is bestshown in the addition of a mixture of 9% content.Keywords: Paving blocks, clay soil, compressive strength
Pengaruh Derajat Kejenuhan Pada Tanah Gambut Menggunakan Uji Kuat Geser Tanah Achmad Paksi Firdaus; Setyanto Setyanto; Ahmad Herison
Jurnal Rekayasa Sipil dan Desain Vol 6, No 3 (2018): Edisi September 2018
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Abstract

The soil occupies an important role in the construction of a building, the main benefit of the soil isas a foundation of the construction, there are several soil shear strength tests, such as DirectShear Test, and Vane Shear Test. Each test can produce different test results for the same testobject. This may occur due to different testing procedures and workings of different tools as wellas the main test result targets of each equipment in the determination of soil parameters.Therefore, a careful soil investigation is needed, especially to determine the degree of saturationin peat soils by using soil shear strength test. In this study, the soil tested is a type of peat soiloriginated from the Rawa Seragi area, Belimbing Sari Village, Jabung District, East LampungDistrict.The tests were conducted directly in the laboratory for 12 (twelve) points and at differentdepths with Vane Shear and Direct Shear tools used to calculate the soil and maximum readingability on the torsimeter dial. Based on the test results obtained the average shear strength valueof Vane Shear on saturated soil at 30cm with an average value of 0.0379 and at a depth of 50cmwith an average value of 0.0384 and on unsaturated soil at a depth of 30cm with an average valueof 0.0434 and at a depth of 50cm with an average value of 0.0406 thus obtained a decrease of0.0066.Keywords: Degree of Saturation, Peat Soil, Shear Strength Test
Pengaruh Waktu Perendaman Terhadap Uji Kuat Tekan Paving Block Dengan Campuran Tanah, Pasir Dan Semen Menggunakan Alat Pemadat Modifikasi Restu Agusni; Setyanto Setyanto; Iswan Iswan
Jurnal Rekayasa Sipil dan Desain Vol 5, No 2 (2017): Edisi Juni 2017
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Paving blocks are compositions of building material constructed from a mixture of Portland cement or other similar hydrolysis, water, and aggregate with or without other additives which do not reduce the quality of the material. Paving blocks in the field are made of cement, sand, aggregate, and water by mixing all the ingredients and form the paving blocks. In this research, the paving blocks are made of the mixture of soil, sand, and cement. In the process, the paving blocks are compacted by a modified penetration tool in order to improve the paving blocks quality in accordance with SNI-03-0691-1996.The soil samples used in this research were from Kota Baru, Lampung Selatan. The amount of mixture used for making the paving block was 75% of soil, 10% of sand and 15% of cement. The variations of curing time were 7 days, 14 days, 21 days and 28 days as well as with pre and post burning treatment on the paving block samples.The results of the compressive strength test to the paving blocks which are made of soil, sand, and cement showed that the cement and sand do not meet the standard of SNI 03-0691-1996 for the paving block classification because the highest compressive strength value is obtained by the paving blocks with pre and post burning treatment on the variation mixture of 75% soil, 10% sand, and 15% cement with the value 7,65 MPa and 7,25 MPa. The result of water absorption value which was between 16,6% - 25,4% do not meet the specification in SNI-03-0691-1996.Keywords: Paving block, silt, compressive strength, water absorption
Aplikasi Alat Uji Tekan Modifikasi Metoda Tekanan (PRESSURE Method) Terhadap Daya Dukung Tanah Dasar (SUBGRADE) Berdasarkan Modified Proctor Method Indah Mahesa; Setyanto setyanto; Yohanes Martono Hadi
Jurnal Rekayasa Sipil dan Desain Vol 7, No 1 (2019): Edisi Maret 2019
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 AbstrakSeiring dengan kemajuan teknologi infrastruktur , maka teknologi pembangunan infrastruktur semakin berkembang. Tanah memegang peranan penting dalam pembangunan infrastruktur yang baik. Untuk mengetahui tanah timbunan yang baik, dapat dilihat dari pengujian CBR. Oleh karena itu, penelitian dilakukan untuk mengetahui kesesuaian hasil nilai uji CBR metode tumbukan dengan metode tekanan modified proctor di laboratorium dengan alat tekan pemadat modifikasi. Sampel tanah yang digunakan berasal dari daerah Tirtayasa, Kec. Sukabumi Bandar Lampung, terdiri dari enam sampel untuk pengujian standar di laboratorium dan dua belas sampel untuk pengujian alat tekan pemadat modifikasi. Hasil penelitian di laboratorium menunjukkan bahwa berat volume maksimum (γdmaks) sebesar 1,77 gr/cm3. Pada pengujian di laboratorium didapatkan nilai CBR tanpa rendaman sebesar 9% dan rendaman sebesar 2,7%. Sedangkan CBR tanpa rendaman menggunakan alat tekan modifikasi didapatkan nilai CBR sebesar 9,6% pada tekanan 5 Mpa, 10,4% tekanan 10 Mpa, dan 11% tekanan 15 Mpa dan pengujian rendaman didapatkan nilai CBR sebesar 1,7% pada tekanan 5 Mpa, 2% pada 10 Mpa, dan 4,5% pada 15 Mpa. Berdasarkan hasil pengujian, alat modifikasi menghasilkan nilai CBR yang lebih besar dibandingkan dengan pengujian CBR metode standar. Katakunci:Modified Proctor, Alat Tekan Pemadat Modifikasi, Pemadatan, CBR
STUDI KONVERSI ENERGI PEMADATAN TANAH DENGAN MODIFIED PROCTOR METHOD UNTUK TANAH PASIR BERLEMPUNG Siti Zahhara Ulfa; Idharmahadi Adha; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 5, No 3 (2017): Edisi September 2017
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Related to increased of society economics and the growth rate of vehicles, this needs to be balanced with facilities of transportation. So, a new road or repair existing road is needed. The physical and mechanical conditions of soil are closely related to the construction. It caused the soil has a very crucial role in supporting the construction. To obtain good quality pile of soil, soil compaction is required to stabilize against both structural or non-structural loads. In this study comparing the modified proctor method soil compaction energy with modified press compactor tools.The soil samples used is from Tirtayasa Region Sukabumi District Bandar Lampung, it consists of twelve samples used for modified press compactor tools tests, with pressure used are 5 MPa, 10 MPa, 15 MPa, and 20 MPa. For every pressure conducted for 3 soil samples.Laboratory experiment result shows that the maximum volume weight (γdmaks) of 1,42 gr/cm3 amount on modified proctor method tests with the results on modified press compactor tools obtain pressure value of 7 MPa value and the pressure on sheep foot rifling machine of 6,9 N/mm2.KEYWORDS : Modified Proctor, Modified Press Compactor Tools, Compaction, Soil Pile.
STUDI PENGARUH LAMA WAKTU PROSES PEMBAKARAN TERHADAP KUAT TEKAN BATU BATA SETELAH PENAMBAHAN BAHAN ADDITIVE ISS 2500 (IONIC SOIL STABILIZER) M Thata Dinata; Idharmahadi Adha; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 1, No 1 (2013): Edisi Maret 2013
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Brick is one of the materials of building which have been long known and used by the people bothin rural area as well as urban area. Brick is a material made of clay with or without additionalmixture through several processes. The process includes of draining in the sun and then burning inhigh temperature in order to make the brick harden and not broken if it is soaked into the water. Inthis study used clay and additional materials ISS 2500 which has a variety of levels of 0.9 ml, 1.2ml, 1.5 ml and 1.8 ml with the purpose to improving the quality of the bricks, as well as tocompare compressive strength of bricks by modifying the length of the time combustion. So thatcan be known a long time the most optimal combustion.Soil samples were tested in this study are derived from clay Nyunyai Street, District Rajabasa,Bandar Lampung. Variations of burning time is used for one day, two days and three days. Beforebrick printed, the soil sample that has been mixed with the ISS 2500 and cured for 7 days, afterthat, the soil sample is printed, then drying for 2 weeks, along with treatment without burning andburning bricks. Based on the results of physical test of originil solid, USCS classified the sampleof solid as the clay with low plasticity.Based on the results of sample’s physical, USCS classify soil sample as clay with low plasticity.Compressive strength test results of the four levels of post combustion, the compressive strengthmaximum average post-combustion bricks are at a level of 1.8 ml with a burning for two days.The compressive strength value of 31.86 kg/cm 2 . The compressive strength maximum averagebrick before combustion generated by the level of 1.8 ml in the amount of 7.79 kg /cm 2 .Keywords: bricks, clay, ISS 2500, compressive strength.
Pengaruh Waktu Perendaman Terhadap Uji Kuat Tekan Paving Block Menggunakan Campuran Tanah dan Semen dengan Alat Pemadat Modifikasi Mutiara Prestika; Idharmahadi Adha; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 4, No 2 (2016): Edisi Juni 2016
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Paving Block is the product of a cement building materials that are used as an alternative groundcover of surface hardening. In general, paving block itself is usually made from a mixture ofcoarse aggregate (gravel) and fine aggregate (sand) with a mixture of cement and water areformed according to demand. So in this study, will provide another alternative to using a mixtureof soil and cement as well as soaking to know the effect of compressive strength.Soil samples were taken from Kota Baru, South Lampung. The mixture used is 20% cement and80% is soil, with a variation of immersion 7, 14, 21, and 28 days. Soaking were conducted withand without the combustion process to be seen compressive strength and water absorption.The result is that the compressive strength without burning has increased up to -28 immersion dayby 38.8%, while the compressive strength is experiencing burning decreased to 28 days amountedto 20.63%.Despite an increase in the sample without fuel, and a decrease in samples that undergocombustion, which produced the same compressive strength together to meet quality specificationD on SNI 03-0691-1996. Value of water absorption of pre-combustion meets the specification SNI03-0691-1996 which is 3%-10%. While with combustion does not meet due to exceed 10 %.Keys : paving block, cement, compressive strength,water absorption
STUDI PENGARUH WAKTU PEMERAMAN DAN KUAT TEKAN PAVING BLOCK DENGAN BAHAN DASAR TANAH LEMPUNG LUNAK, SEMEN DAN KAPUR MENGGUNAKAN ALAT PENETRASI MODIFIKASI rifan wiguna; setyanto setyanto; idharmahadi adha
Jurnal Rekayasa Sipil dan Desain Vol 5, No 3 (2017): Edisi September 2017
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The use of paving blocks (concrete bricks) is widely used for various elements of building construction, on paving block work is often used for pavement road pavement, yard and public facilities, environmental roads and various other needs. This research is curing the paving block. This is intended for the maintenance of paving blocks using clay soil with lime and cement with varying curing time ie curing for 7 days, 14 days, 21 days, and 28 days with the aim of analyzing the optimum time of addictive substances ie cement and lime in Binding of particles. Based on the analysis, the cement and lime material greatly affect the value of compressive strength to paving block, at optimum curing time of 14 days, the highest value of compressive strength in post-burn samples of 12.58 Mpa and pre-burn of 6.92 MPa, with compressive strength value In the postburn sample the paving bloc now meets the quality standard c which can be applied to pedestrians based on SNI 03-0691-1996. Similarly, the results of the combustion of samples for 2 x 24 hours gained the compressive strength of the paving block is higher than the sample that is not done burning. The result of absorption value of paving block ranges from 7 - 9% hence absorption paving block fulfill specification of absorption value of paving block based on SNI 03-0691-1996 which is 3-10%.Keywords : paving block, organic clay oil, compressive strength, water absorption, brooded
Co-Authors A Ricky Aprinal AA Sudharmawan, AA Achmad Paksi Firdaus Achmad Satria Nursar Achmad Wibrian Adama, Riri Arinda Ade Setiawan Adyaksa, R. Nofan Hendra Ahmad Akbar, Ahmad Ahmad Herison Ahmad Zakaria Aldy Fernanda Alhadi Pratama Bintang Alward Farabi Amril Ma'ruf Siregar Ma'ruf Siregar Andius Dasa Putra Anggraeni, Ninik Annisa Wulansari Aria Febriantama Aryawan, Aryawan Aryawan, Aryawan Astri Novalia Aulia Vinandhitha Celestia Lisdayanti Chintia Makki Christian Prasenda Dedi . DELLA ANDANDANINGRUM Dhyna Annisa Maghfira Bahagianda Diah Larasati Dony Rizky Pratama Elfrida Ratnawati Feby Aristia Putri Giwa Wibawa Permana hermawan arbenta Hidayatulloh, Anwar Idharmahadi Adha Idharmahadi Adha ikko rasita sari Indah Mahesa Iswan Iswan Karimah, Nur karina apriliani puspa zulmi Linda, Rizky Fadjar Choirul Lisdayanti, Celestia Lusmeilia Afriani Lusmeilia Afriani M Rizky Ismail M Thata Dinata Martha Helmahera Miranti, Yesi Muhammad Aldani Muhammad Jafri Muhammad Jafri mutia andriani Mutiara Prestika Ngazizah, Nur Nur Arifaini Nurita, Endang Ofik Taufik Purwadi Ofik Taufik Purwadi, Ofik Taufik Pangestika, Rintis Rizkia Prasetio Putro Prabowo Purwanto Purwanto R. NOFAN HENDRA ADYAKSA Rahayu Sulistiyorini Rahayu Sulistuyorini Rahayu Sulistyorini Rahayu Sulistyorini Restu Agusni Riansyah Putra Rifai, Akbar Prima rifan wiguna Risqon Septian Setiady, Setiady Setiady, Setiady Sherliana Sherliana Sitanggang, Suwita Febrina Siti Zahhara Ulfa Situmeang, Tipo Putra Slamet Widodo Sulistuyorini, Rahayu suwita febrina Sitanggang Syahreza Nurdian tessya febrania Vibriana, Evita Vinandhitha, Aulia Wenny Dwi Tiara Ayu Syaputri Widyastuty Utami Yansaputra, Galih YESI MIRANTI Yohanes Martono Hadi Yupi Ardianto Yusak Maryunianta