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All Journal Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain Buletin Sumber Daya Geologi 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
Setyanto Setyanto
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Humanities Civil Engineering, Building, Construction & Architecture Education Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Mathematics Social Sciences Other

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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
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

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
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

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
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

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
KANDUNGAN LOGAM DASAR DI DALAM ENDAPAN LETAKAN PANTAI DAN LEPAS PANTAI PERAIRAN PAMEUNGPEUK, GARUT, JAWA BARAT. INDIKASI ADANYA MINERALISASI HIDROTHERMAL DI DARAT Setyanto, Setyanto; Setiady, Setiady
Buletin Sumber Daya Geologi Vol 3, No 3 (2008): Buletin Sumber Daya Geologi
Publisher : Buletin Sumber Daya Geologi

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Abstract

Sebaran hasil analisis geokimia untuk logam dasar baik contoh-contoh pantai maupun lepas pantai memperlihatkan adanya pengelompokan kandungan baik untuk unsur-unsur Tembaga (Cu), Timbal (Pb), dan seng (Zn) ataupun logam emas (Au) dan perak (Ag). Perbedaan lingkungan pengendapan di pantai dan lepas pantai berpengaruh kepada kandungan logam dasar. Di lingkungan pantai kandungan unsur logam dasar yaitu Cu, Pb dan Zn rata-rata lebih tinggi dari pada lingkungan pengendapan lepas pantai. Kandungan emas (Au) dan perak (Ag) dipantai juga lebih tinggi di bandingkan dengan di lepas pantai. Sebaran logam dasar dari timur ke barat memperlihatkan variasi kandungan yang juga berbeda antara logam dasar P, Cu dan kandungan Zn. Kandungan Zn selalu lebih tinggi daripada kandungan Pb dan Cu. Variasi ini juga terlihat berbeda antara lingkungan pantai dengan variasi yang jauh lebih mencolok/variatif pada lingkungan lepas pantai.
KARAKTERISTIK SUNGAI BERAU SEBAGAI ALUR TRANSPORTASI BATUBARA DI KALIMANTAN TIMUR Setyanto, Setyanto; Aryawan, Aryawan; Purwanto, Purwanto
Buletin Sumber Daya Geologi Vol 2, No 1 (2007): Buletin Sumber Daya Geologi
Publisher : Buletin Sumber Daya Geologi

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Abstract

Sungai Berau merupakan salah satu sungai yang dimanfaatkan sebagai saranatransportasi batubara mulai dari tempat penimbunan hingga ke kapal pengangkut. Informasi kedalaman, pasang surut, dan arus serta karakteristik tepian sungai mutlak diketahui. Morfologi dasar Sungai Berau umumnya landai dengan kedalaman hingga 30 m, hanya beberapa daerah cukup curam. Kecepatan arus rata-rata di permukaan sebesar 0,8 m/detik lebih besar dibandingkan bawah permukaan sebesar 0,6 m/detik. Perbedaan pasang tertinggi dan surut terendah di daerah Gunung Tabur (2,2 m) dengan muara sungai (3,35 m) adalah sekitar 2,5 jam. Tepian sungai umumnya berupa dataran dan hanya di beberapa tempat merupakan perbukitan.
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
Publisher : Jurnal Rekayasa Sipil dan Desain

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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.
The Effectiveness of Using Interactive Multimedia with Local Purworejo Culture on Learning Outcomes of Class V Elementary School Students Pangestika, Rintis Rizkia; Yansaputra, Galih; Setyanto, Setyanto
International Conference on Elementary Education Vol. 3 No. 1 (2021): Proceedings The 3rd International Conference on Elementary Education
Publisher : Elementary Education Study Program School of Postgraduate Studies Universitas Pendidikan Indonesia in collaboration with UPI PRESS

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This aim is to determine the effectiveness of the use of interactive multimedia of the local culture of Purworejo on the learning outcomes of fifth-grade elementary school students. This type of research in this research is descriptive quantitative research. The target of this research is the fifth-grade elementary school students with a total of 22 students. This research design using One-Shot Case Study. This study uses data collection techniques with the written test method. The test given is in the form of an essay question. The effectiveness of this study was obtained based on the number of students who obtained a completeness score of ≥ 70 as much as 75% of the total number of students. The results showed that the scores obtained by students who achieved the minimum completeness criteria were 19 students or 86.36% and those who obtained scores below the completeness criteria were 3 students or 13.64%. The average score was 80.2. Thus, it can be said that the use of interactive multimedia is effective on student learning outcomes.
Analisis Stabilitas Lereng dan Penanganan Longsoran Menggunakan Metode Elemen Hingga Plaxis V.8.2 (Studi Kasus : Ruas Jalan Liwa – Simpang Gunung Kemala STA.263+650) Setyanto Setyanto; Ahmad Zakaria; Giwa Wibawa Permana
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 2 (2016): Edisi Agustus 2016
Publisher : UNIVERSITAS LAMPUNG

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The downpour in most of Taman Nasional Bukit Barisan Selatan (TNBBS) Lampung areas caused landslide on a cliff in Liwa – Simpang Gunung Kemala STA.263+650 roadside so that a part of the roadside covered by the landslide. For this case, it takes slope stability analysis to determine safety factors of the slope in research site that can figuring accordance with the real conditions on the field in order to enable the approaches condition on the result of analysis and to simplify the process of figuring the handling, one of them is through the using of manual formulas and Plaxis program. The result of this research shows that soil parameters greatly affect the stability of slope. Partially saturated slope condition has the smallest stability compared to other conditions. Based on the analysis conducted before handling condition, it is acquired the deformed mesh = 885x10-3 m; ac- tive pore pressures = -168.89 m; effective stress = -535.76 kN / m2; safety factor = 0.2847. On the condition after handling, it is obtained values of deformed mesh = 818x10-3 m; active pore pres- sures = -132.36 m; effective stress = -209.77 kN / m2; safety factor = 1.3548.
Pengaruh Penambahan Pasir dan Semen Terhadap Kuat Tekan Paving Block Material Tanah Menggunakan Alat Pemadat Modifikasi Idharmahadi Adha; Setyanto Setyanto; Annisa Wulansari
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 2 (2016): Edisi Agustus 2016
Publisher : UNIVERSITAS LAMPUNG

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Paving blocks made from mixture of portland cement or other hydrolysis adhesive, water, and ag- gregates with or without other materials. In this study, paving blocks are made by using a mixture of soil, portland cement and sand. In the manufacture of paving blocks used compactor modifica- tion that are expected to increase the strength of paving blocks that according to SNI 03-0691- 1996. Soil samples tested were from Kota Baru, South Lampung. The variation of mixture that used in this study is by adding sand as much as 2%, 4%, 6%, 8%, and 10% and add cement as much as 3%, 6%, 9%, 12%, dan 15% as well as with the treatment of pre-combustion and post- combustion of the sample of paving blocks. Results of testing the compressive strength of the paving blocks with a mixture of soil , cement and sand has meet the standard of SNI 03-0691-1996 for the classification of paving blocks quality D which can be used for garden. The combustion process of paving blocks is giving only slightly against the increase in paving blocks without the process of combustion. The highest compressive strength value generated by post-combustion of paving blocks on the variation of mixture 10 % sand + 15 % cement + 75 % soil amounted to 10.05 MPa . While the value of the water absorp- tion test ranged from 16.6 % - 23.8 % so it does not meet the standard of SNI 03-0691-1996 .
Studi Kuat Tekan Tanah Pasir Berlempung yang Distabilisasi Menggunakan Abu Gunung Merapi Setyanto Setyanto; Andius Dasa Putra; Aditya Nugraha
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 17, No 2 (2013): Edisi Agustus 2013
Publisher : UNIVERSITAS LAMPUNG

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The tested soil sample in this research is sandy clay soil. The variations of procentage are 5%,10%, 15%, and 20%. Each of samples are cured in 14 days. Based on the physical soil propertiesinvestigation, AASHTO classified the soil sample into A-2-6 group (sandy clay soil), while USCSclassified the soil sample as soil with rough granules into SC group.The results of the research in the laboratory showed that the additive material using Merapi vol -canic ash could improve the physical and mechanical properties of organic clay soil. In the physi-cal test such as unit weight and Atterberg limit tests, the values decreased after it, while the me-chanical test of Merapi ash sample showed it could improve the value of unconfined compressionstrength soil. Based on the result of unconfined compression stregth test, soil which is stabilizedusing the ash of Mount Merapi increase until the optimum ash content about 20%.
Co-Authors A Ricky Aprinal Achmad Paksi Firdaus Achmad Satria Nursar Achmad Wibrian Adama, Riri Arinda Ade Setiawan ADITYA NUGRAHA Ahmad Herison Ahmad Zakaria Aldy Fernanda Alhadi Pratama Bintang Alward Farabi Amril Ma'ruf Siregar Ma'ruf Siregar Andius Dasa Putra Annisa Wulansari Aria Febriantama Aryawan, Aryawan Astri Novalia Aulia Vinandhitha Celestia Lisdayanti Chintia Makki Christian Prasenda DEDI SETIAWAN DELLA ANDANDANINGRUM Dhyna Annisa Maghfira Bahagianda Diah Larasati Dony Rizky Pratama Feby Aristia Putri Giwa Wibawa Permana hermawan arbenta Hidayatulloh, Anwar Idharmahadi Adha Idharmahadi Adha ikko rasita sari Indah Mahesa Iswan Iswan karina apriliani puspa zulmi Lusmeilia Afriani Lusmeilia Afriani M Rizky Ismail M Thata Dinata Martha Helmahera Muhammad Aldani Muhammad Jafri Muhammad Jafri mutia andriani Mutiara Prestika Nur Arifaini Ofik Taufik Purwadi Pangestika, Rintis Rizkia Prasetio Putro Prabowo Purwanto Purwanto R. NOFAN HENDRA ADYAKSA Rahayu Sulistiyorini Rahayu Sulistuyorini Rahayu Sulistyorini Restu Agusni Riansyah Putra Rifai, Akbar Prima rifan wiguna Risqon Septian Setiady, Setiady Sherliana Sherliana Siti Zahhara Ulfa Situmeang, Tipo Putra suwita febrina Sitanggang Syahreza Nurdian tessya febrania Wenny Dwi Tiara Ayu Syaputri Widyastuty Utami Yansaputra, Galih YESI MIRANTI Yohanes Martono Hadi Yupi Ardianto Yusak Maryunianta