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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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Journal : Jurnal Rekayasa Sipil dan Desain

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MENENTUKAN PERBANDINGAN DERAJAT KEPADATAN TANAH  MUNGGUNAKAN ALAT UJI TEKAN MODIFIKASI METODE STANDAR DENGAN ALAT UJI PROCTOR STANDAR Hidayatulloh, Anwar; Afriani, Lusmeilia; Setyanto, Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 6, No 1 (2018): Edisi Maret 2018
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Tanah memegang peranan penting dalam infrastruktur untuk mencapai infrastruktur yang kokoh, tanah di sumatera memiliki dataran yang tidak rata, sehingga membutuhkan tanah untuk timbunan agar mendapatkan ketinggian tanah yang direncanakan. Timbunan memerlukan pemadatan tanah agar dapat benar-benar kuat dan stabil terhadap beban struktur maupun beban non struktur. Pada  penelitian ini adalah menentukan perbandingan derajad kepadatan tanah menggunakan alat uji tekan modifikasi dengan alat uji standar proctor. Penelitian ini menggunakan sampel tanah yang berasal dari daerah Gedung Agung Kec. Jati Agung, Lampung Selatan. Pelaksanaan pengujian alat tekan pemadat modifikasi dengan menggunakan empat sampel tanah pada masing-masing tekanan, tekanan yang digunakan yaitu 1,66 MPa, 6,2 MPa, 7 MPa dan 8,4 MPa.Berdasarkan hasil dari pengujian sifat-fisik dan mekanis, tanah digolongkan sebagai kelompok tanah A-2-4 yaitu tanah pasir berlempung. Pengujian dari uji pemadatan tanah menggunakan standard proctor didapatkan nilai 1,62 gr/cm3 dan nilai berat volume kering menggunakan uji alat tekan modifikasi didapatkan hasil 1,6234 gr/cm3, sehingga dengan hasil yang didapatkan alat uji tekan modifikasi dapat dipakai untuk menggunakan pengujian  uji pemadatan di laboratorium.
Korelasi Daya Dukung Tanah dengan Kuat Geser Menggunakan Alat Vane Shear dan Direct Shear Adama, Riri Arinda; Setyanto, setyanto; Adha, Idharmahadi
Jurnal Rekayasa Sipil dan Desain Vol 5, No 3 (2017): Edisi September 2017
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The soft clay soil has expansive behavior that expands when exposed to water, this will be very dangerous to the construction to be built on it, because clay soil generally has a low shear strength and high compressibility. To know the parameters and characteristics of strong clay soil shear in an area, can use vane shear test and direct shear test. The soil samples were taken from Jabung, East Lampung for testing laboratory modeling on glass box with vane shear and direct shear tools with a weight of  ± 130,730 grOn the direct shear tests when soil conditions remolded at a depth of 30 cm shear strength values obtained at 0.0743 kg/cm2, on vane shear test obtained 0.38 kg/cm2 with soil bearing capacity of 0.6048 kg/cm2, at a depth of 50 cm obtained a shear strength value of 0.0779 kg/cm2, on vane shear test obtained 0.54 kg/cm2 with soil bearing capacity of 0.6738 kg/cm2. In saturated soil conditions a depth of 30 cm obtained a shear strength value in the direct shear test of 0.0553 kg/cm2, the vane shear test of 0.46 kg/cm2 with a bearing capacity of 0.4116 kg/cm2, a depth of 50 cm obtained shear strength value of 0.0743 kg/cm2, the vane shear testing with a 0.65 kg/cm2 earned bearing capacity of 0.6308 kg/cm2. From the test results direct shear test and vane shear test known that the shear strength in direct shear tests is smaller than the vane shear test. Keywords: Vane shear, direct shear, Clay soil shear strength, Soil bearing capacity.
Desain Dan Eksperimentasi Perancangan Sumur Resapan Air Hujan Berdasarkan Hasil Uji Permeabilitas Lapangan Rifai, Akbar Prima; Setyanto, Setyanto; Afriani, Lusmeilia
Jurnal Rekayasa Sipil dan Desain Vol 3, No 1 (2015): Edisi Maret 2015
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Due to the development of housing in Bandar Lampung so rapidly, its specialty in Housing Bhayangkara, Village Beringin Jaya, District Kemiling. The process of absorption of water into the ground is not going well. Runoff rainwater that falls directly flowing into the drainage channel. Infiltration wells serves as a temporary rainwater that falls on the roof of the house, then the rain water will be absorbed by the soil. In this study determines the permeability coefficient values obtained by means of modified with different diameters, which will then be compared and a determination made as catchment wells. Based on the examination of the physical properties of the original soil, using samples that have been tested in this study, soil samples can be classified in the group of argillaceous soil, while USCS soil samples classified as clay and included in the CL group The results of the analysis and calculations performed, the permeability coefficient obtained for the field test tool diameter 2 ", 3" and 4 "as well as the permeability coefficient in laboratory research. The permeability coefficient used to calculate the amount of recharge wells that efsien. Keywords: clay, permeability, infiltration well
Study Perbandingan Antara Uji Proctor Modified Dengan Alat Tekan Pemadat Modifikasi Berdasarkan Tekanan Kontak pada Alat Berat Pemadat Tanah Situmeang, Tipo Putra; Setyanto, Setyanto; Adha, Idharmahadi
Jurnal Rekayasa Sipil dan Desain Vol 6, No 1 (2018): Edisi Maret 2018
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Pemadatan tanah merupakan salah satu pekerjaan penting dalam setiap proyek perkerasan jalan. Pemadatan tanah berfungsi untuk meningkatkan kekuatan tanah yang memberikan daya dukung kepada lapisan jalan di atasnya, serta juga berfungsi untuk mengurangin besar penurunan tanah yang tidak diinginkan. Dalam setiap pemadatan tanah diperlukan kadar air optimum untuk mencapai kepadatan maksimum yang dapat diketahui dengan uji proctor . Uji proctor yang masih manual dalam pemberian bebannya mengakibatkan membutuhkan tenaga manusia yang cukup besar dalam penggunaannya. Pada penelitian ini membandingkan uji proctor modified dengan pemodelan alat tekan pemadat modifikasi dengan menggunakan tekanan kontak alat berat pemadat tanah dalam usaha mengantikan uji proctor manual dengan alat modifikasi yang lebih praktis. Tanah yang digunakan adalah tanah timbunan pilihan, berasal dari Desa Gedung Agung, Kecamatan Jati Agung, Lampung Selatan. Pengujian alat tekan pemadat modifikasi ini terdiri dari 4 tekanan berbeda yaitu 1,667 Mpa; 6,2 Mpa; 7 MPa dan 8,4 MPa, menggunakan tiga sampel tanah pada masing-masing tekanan. Hasil pengujian di laboratorium menunjukkan bahwa berat volume maksimum (γdmaks) sebesar 1,706 gr/cm3 pada pengujian metode proctor modified dengan hasil pada alat tekan pemadat modifikasi didapat nilai tekanan sebesar 8 MPa.
Pengaruh Kejenuhan Air Tanah Lempung Organik Menggunakan Permodelan Laboratorium Chintia Makki; Setyanto Setyanto; Lusmeilia Afriani
Jurnal Rekayasa Sipil dan Desain Vol 5, No 2 (2017): Edisi Juni 2017
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The limited area for civil construction is affecting people to make building construction upper the clay- organic. The speciment of investigation soil wasobtained in Jabung, East Lampung. The speciment of soil obtaindirect shear and vane shear modeling test usingglass box with contain ±130,730gram/ 130,7kgof soil. Direct shear test for 30 cm depth below surfaceundrained soil obtainsomeresult.The result are forshearing strain is 0,1286 kg/cm2, shearing strain of vane shear test is 0,61 kg/cm2, and the value of bearing capacity is 1,4103 kg/cm2. for 50 cm depth below surfaceundrained soilintoobtain result for shearing strain is 0.1196 kg/cm2, shearing strain of vane shear test is 0,61 kg/cm2, and the value of bearing capacity is 1,7018 kg/cm2. Direct shear test for 30 cm depth below surfacedrained soilobtain result for shearing strain is 0,1286 kg/cm2, shearing strain of vane shear test is 0,61 kg/cm2, and the value of bearing capacity is 1,0347 kg/cm2 , for 50 cm depth below surfacedrained soilobtain result for shearing strain is 0,0861 kg/cm2, shearing strain of vane shear test is 0,46 kg/cm2, and the value of bearing capacity is 1,3997 kg/cm2 From the direct shear and vane shear test, it was obtained that shearingstrain in direct shear test is lower than vane shear test. Keywords: Direct Shear Test, Vane Shear Test, Shearing Strain, The Clay-Organic, Bearing Capacity
Studi Pengaruh Penambahan Bahan Additive TX-300 Terhadap Kuat Tekan Batu Bata Pasca Pembakaran Alhadi Pratama Bintang; Setyanto Setyanto; Idharmahadi Adha
Jurnal Rekayasa Sipil dan Desain Vol 3, No 3 (2015): Edisi September 2015
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Along with the rise of civil construction such as housing or settlements, also increase the demandfor bricks. To be able to meet the needs of these bricks, brick production must be increased. Notonly an increase in production should be done, but the increase in terms of quantity and in termsof quality also needs to be done. One way to do is to add an additional mixture to the compositionof the brickyardIn this study used clay and additional materials TX-300 which has a variety of levels of 0.6 ml, 0.9ml, 1.2 ml and 1.5 ml with the purpose to improving the quality of the bricks, as well as comparingstrong press bricks by modifying the combustion time. Soil samples tested in this study is claywhich derived from Nyunyai street, Rajabasa, Bandar Lampung. Variations of burning time is usedfor one day, two days and three days.After doing research, from the fourth level, the compressive strength maximum average post-combustion bricks are at a level of 1.5 ml with a burning for two days. The compressive strengthvalue of 46.01 kg / cm2. This is due to the greater levels of TX-300, the greater the compressivestrength value, besides the most optimum burning time is for 2 days, this was due to theevaporation of water contained in the most optimum bricks are burning for two days.Keywords: Bricks, Clay, TX-300, Compressive Strenght
Analisis Desain Pondasi Rakit untuk Bangunan Bertingkat dengan Metode Konvensional Dhyna Annisa Maghfira Bahagianda; Setyanto Setyanto; Idharmahadi Adha
Jurnal Rekayasa Sipil dan Desain Vol 5, No 2 (2017): Edisi Juni 2017
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The foundation of the building is usually divided into two parts: shallow foundation and deep foundation, depending on the location of hard soil and the depth ratio with the width of the foundation (D ≤ B). The foundation of this raft serves to mediate the surface of one or more columns within several lines or paths with the ground. The use of the raft foundation is used when the decline is a problem eg in soft soil. The foundation of raft becomes alternative choice seen from external factor that is implementation process which do not give impact to surrounding environment or building around it. In this study conducted data collection obtained from the results of laboratory tests in the form of data sondir results, SPT results and data in the form of load structures and field load tests and building analysis load. From the laboratory results and the subsequent building load, the calculation of the force field with the SAP 2000 program, calculate the maximum carrying capacity of the raft foundation under review, calculate the decline of the raft foundation and obtain the result of the structural requirements of the raft foundation. Based on the results of the analysis in this study found the carrying capacity of soil for raft foundation of 907.643 kN/m2. While the maximum voltage distribution at the base of the raft foundation due to the load and moment is 38.0696 kN/m2.  Keywords: Raft Foundation, Bearing Capacity, Reinforcement
Aplikasi Tekanan Pada Roda Kendaraan Alat Berat di Lapangan untuk Proses Pemadatan Tanah terhadap Daya Dukung Lapisan Tanah Dasar (Subgrade) Tessya Febrania; Setyanto Setyanto; Rahayu Sulistyorini
Jurnal Rekayasa Sipil dan Desain Vol 7, No 1 (2019): Edisi Maret 2019
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Daya dukung tanah dasar/subgrade pada konstruksi jalan sangat menentukan, nilai daya dukung tanah dinyatakan dengan nilai California Bearing Rasio (CBR). Pada penelitian ini membahas mengenai aplikasi tekanan pada roda kendaraan alat berat di lapangan untuk proses pemadatan tanah terhadap daya dukung lapisan tanah dasar (subgrade). Sampel tanah yang digunakan pada pengujian ini berasal dari daerah Tirtayasa, Kec. Sukabumi, Bandar Lampung. Pengujian sampel menggunakan alat tekan modifikasi sebanyak delapan belas sampel untuk pemadatan standar, tekanan yang digunakan dalam pengujian sebesar 2,7 MPa, 7 MPa dan 8,4 Mpa.Hasil pengujian di laboratorium sampel tanah digolongkan sebagai kelompok tanah A-2-7 yaitu tanah berlempung. Nilai CBR tanpa rendaman dari pengujian pemadatan tanah menggunakan standard proctor sebesar 2,7%, sedangkan untuk nilai CBR rendaman sebesar 2%. Nilai CBR tanpa rendaman dari pengujian pemadatan tanah dengan metode tekanan pada masing-masing tekan sebesar 3,9%, 5,4% dan 5,8%, sedangkan untuk kondisi rendaman didapatkan nilai CBR sebesar 0,25%, 1,57% dan 1,83%. Nilai CBR mengalami peningkatan seiring bertambahnya tekanan yang diberikan pada sampel.Kata kunci: Alat tekan modifikasi, alat berat, Standard Proctor, California Bearing Rasio (CBR), pasir berlempung.
METODE PERHITUNGAN ANALISIS STABILITAS LERENG DENGAN PERKUATAN SHEET PILE MENGGUNAKAN PROGRAM GEOSTRUCTURAL ANALYSIS VERSI 19 (STUDI KASUS LERENG SUNGAI KOMERING DI KABUPATEN OGAN KOMERING ILIR) Achmad Wibrian; Setyanto Setyanto; Amril Ma'ruf Siregar Ma'ruf Siregar
Jurnal Rekayasa Sipil dan Desain Vol 5, No 1 (2017): Edisi Maret 2017
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Slope stability analysis of Komering River in Ogan Komering Ilir, South Sumatra was done to handle the problem of sliding or scouring at the cliffs which are often found on the outside corner of the river. Komering River is a river with meandering pattern that is very susceptible to scouring on the outside of the bend and sedimentation on the inside of the bend. This research focuses on the study of slope stability analysis with sheet pile used as method. Analysis was conducted using Geostructural Analysis version 19 and was compared to manual calculation.Data analysis on the result of soil testing was performed to identify soil properties. The obtained results were then used in slope stability analysis. Slope stability analysis was performed in two conditions maximum groundwater level and normal groundwater level using Bishop method and Fellenius method. The results of manual calculation were then compared with the results of Geostructural Analysis Program Version 19. Sheet pile was selected as slope stabilization measures. Analysis after stabilization is done with the same steps as analysis before stabilization.The results from the two methods showed a quite significant difference. The results obtained from Bishop method before stability measure and after stability measure were 1,018 and 4,23 respectively. Whereas, the results obtained from Fellenius method before stability measure and after stability measure were 0,75 and 3,42 respectively. Based on these results, it can be concluded that sheet pile is an effective slope stability measure.Keywords: Slope stability, Geostructural Analysis Program, Bishop, Fellenius, Sheet Pile.
Pemanfaatan Alat Tekan Penetrasi Modifikasi Paving Block Untuk Melihat Nilai Kuat Tekan Yang Dipengaruhi Oleh Waktu Perendaman Menggunakan Tanah, Semen, Dan Kapur Muhammad Aldani; Iswan Iswan; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 5, No 3 (2017): Edisi September 2017
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Soil sample that used as base material in this study was taken from Belimbing Sari Village area, Sub Jabung, East Lampung. Based on the testing of soil physical's characteristics, USCS classified soil samples as organic soil with medium to high plasticity and belongs to the OH group. The mixed content which used in this study was 85% soil, 10% lime, and 5% cement with curing time for 14 days, then it was divided with combustion and without combustion treatment on the paving block sample and soaked for 4, 8, 12, and 16 days. The result of this study was to obtain the average value of pressed-value on a mixture of 85% soil + 10% lime + 5% cement after the largest burning treatment and soaked for 4 days at 11.7 MPa. Thus, in addition to the combustion, the duration of immersion also affects its pressed-value. The longer it had soaked, the smaller its pressed-value would be. Therefore, this pressed-value met the requirement of the paving blocks' SNI-03-0691-1996 that was qualified on the classification of quality D which had the average pressed-value of at least 10 MPa. In addition to the pressed-value, the water absorption rate which was 15.5% -20.32% did not meet the paving blocks' requirement of SNI-03-0691-1996.Key words : Paving block, organic clay soil, compressive strength, water absorption, immersion.
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