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All Journal Majalah Ilmiah Teknologi Elektro Jurnal Teknik ITS Jurnal Sains dan Seni ITS Jurnal Penelitian Fisika dan Aplikasinya (JPFA) IPTEK The Journal of Engineering IPTEK Journal of Proceedings Series JFA (Jurnal Fisika dan Aplikasinya) Proceeding SENDI_U Jurnal Geosaintek Jurnal Fisika FLUX Jurnal Penelitian Pendidikan IPA (JPPIPA) Jurnal Aplikasi Teknik Sipil Jurnal Inotera Jurnal Pensil : Pendidikan Teknik Sipil Prokons: Jurnal Teknik Sipil Jurnal Fisika Indonesia Jurnal Rekayasa Geofisika Indonesia Jurnal Indonesia Sosial Teknologi Sewagati Majalah Ilmiah Teknologi Elektro JURNAL KELUARGA SEHAT SEJAHTERA Jurnal Geosaintek Geoid - Journal of Geodesy and Geomatics
Widya Utama
Departemen Teknik Geofisika Institut Teknologi Sepuluh Nopember
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ANALISA KUAT TEKAN TERHADAP VARIASI BEBAN PEMODELAN DINDING CANTILEVER MENGGUNAKAN SAP 2000 Amelia Rosana Putri; Jefrizal Sihombing; Yoga Satria Iswandaru; Widya Utama
Jurnal Pensil : Pendidikan Teknik Sipil Vol 9 No 2 (2020): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (445.219 KB) | DOI: 10.21009/jpensil.v9i2.15195

Abstract

Abstrak Pembangunan dinding penahan tanah yang tergolong sederhana perlu mempertimbangkan model, analisis materian dan perhitungan longsoran yang akan jatuh pada dinding penahan tanah. Penelitian ini menggunakan metode pemodelan dinding penahan tanah dengan metode perhitungan SAP 2000. Pemodelan dinding ini menggunakan dinding tipe kantilever dengan tinggi 550 cm dan lebar 385 cm. pemodelan ini berguna untuk menghitung kekuatan minimum dinding kantilever untuk menahan tanah di Jalan Balerejo Kalegen. Selanjutnya, dinding ini dimodelkan memiliki lebar 55 cm, lebar tumit 130 cm, lebar kaki 130 cm, berikut lebar kaki 100 cm, dengan dinding yang dibenamkan sedalam 50 cm dan digunakan variasi beban merata, yang telah disesuaikan dimana beban yang digunakan adalah 11.138, 5.5, 0.3869 ton. Pada saat menginput data ke dalam SAP 2000 terlebih dahulu harus dilakukan perhitungan terkait gaya yang akan mempengaruhi dinding, dilanjutkan dengan pemodelan dinding sesuai dengan bentuk kantilever. Selanjutnya dapat dihitung kuat tekan dan kuat geser dinding kantilever yang telah dibuat dimana kuat tekan yang dihasilkan dinding depan rata-rata sebesar 175,154 ton m; bagian belakang rata-rata 62.666 ton m; tumit depan rata-rata 866,054 ton m, dan tumit belakang rata-rata 910,463 ton m. Berdasarkan data dan analisis desain dinding penahan tanah di ruas jalan Balarejo, kuat tekan rata-rata untuk dinding depan adalah 175,154 ton m. Hal ini menunjukkan bahwa penahan tanah sangat baik dibandingkan dengan tekanan dari tanah yang akan diterima. Kata kunci: dinding penahan tanah, software SAP 2000, tekanan rasio Abstract The construction of a retaining wall that is classified as simple is necessary to consider the model, analysis of the material, and the calculation of the avalanche that will fall on the retaining wall. This study used the modelling method of retaining wall with the calculation method of SAP 2000. This wall modelling used a Cantilever type wall with a height of 550 cm and a width of 385 cm. This modelling is useful to calculate the minimum strength of the cantilever wall for retaining the soil at the Balerejo Kalegen road. Further, this wall was modelled to have a width of 55 cm, a heel width of 130 cm, a foot width of 130 cm, the following foot width of 100 cm, with a wall that was embedded with a depth of 50 cm and used evenly distributed load variations, which has been adjusted where the load used were 11.138, 5.5, 0.3869 tons. When inputting data into SAP 2000 beforehand, calculations must be made related to the force that will affect the wall, followed by wall modelling according to the Cantilever shape. Subsequently, the compressive and shear strength of the Cantilever wall that has been made can be calculated where the compressive strength produced of the front wall has an average of 175.154 tons m; that of the back has an average of 62.666 tons m; that of the front heel has an average of 866.054 tons m, and that of the back heel has an average of 910.463 tons m. Based on the data and analysis of the design of the soil retaining wall in the Balarejo road section, the average compressive strength for the front wall is 175.154 tons m. It shows that the soil retainer is very good compared to the pressure from the soil that will be received. Keywords: retaining wall, SAP 2000 software, and stress ratio
Analisa Batuan Alterasi Panas Bumi Arjuno-Welirang Berdasarkan Sifat Mineraloginya Bakruddin Bakruddin; Widya Utama
Jurnal Inotera Vol. 2 No. 2 (2017): July-December 2017
Publisher : LPPM Politeknik Aceh Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (231.193 KB) | DOI: 10.31572/inotera.Vol2.Iss2.2017.ID30

Abstract

This research has been conducted on the geothermal area of Arjuno-Welirang, the with aim to know the alteration of rocks based on their mineralogical properties. The method used is X-ray Diffraction by using Shimadzu X-ray Diffraction technique, Co-Kɒ radiation (ɒ = 1.54060 Å). Mineral phase obtained from Padusan rock samples are 9 minerals ie Aragonite and followed by other minor phases. Then on Cangar rock samples, there are 7 mineral phases with core minerals, ie Silicon Oxide and followed by phase of other minerals.
ANALISA PENGARUH POROSITAS TERHADAP NILAI KUAT TEKAN BATUAN ANDESIT DENGAN MENGGUNAKAN MODEL REGRESI HASSELMAN DAN RYSHKEWITCH BERBASIS MATLAB Titah Anggraeni Putri Kinasih; Agung Dimas Prabowo Darmawan; Rayhan Farisi Ramadhan; Widya Utama
Jurnal Fisika Indonesia Vol 24, No 3 (2020)
Publisher : Department of Physics Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jfi.v24i3.56549

Abstract

Telah dilakukan studi analisis untuk mempelajari bagaimana porositas mempengaruhi besarnya kuat tekan dengan meninjau hubungan porositas-kuat tekan yang ada dan dibandingkan dengan hasil eksperimen dari data sekunder pengujian porositas dan kuat tekan batu andesit di Batujajar, Bandung. Didapatkan hasil analisis dengan menggunakan model regresi Hasselman dan Ryshkewitch bahwa semakin besar porositas suatu batuan, maka nilai kuat tekannya semakin menurun. Pada suatu nilai porositas tertentu terjadi transisi mikrostruktur pada pori-pori batuan yang sepenuhnya terisolasi dan tertutup menjadi membuka dan saling berhubungan yang menyebabkan perubahan tiba-tiba pada nilai kuat tekan batuan. Model regresi Hasselman memiliki kelemahan saat porositas mendekati 100%, nilai kuat tekannya menjadi negatif sedangkan pada model Ryshkewitch mampu menginterpretasi nilai kuat tekan pada porositas 0% dan 100% dengan lebih baik. Dengan dibuatnya paper ini harapkan dapat dilakukan studi lebih lanjut tentang bagaimana usaha-usaha untuk meminimalisir dampak pengaruh porositas terhadap nilai kuat tekannya.
ANALISIS PETROFISIKA DAN IDENTIFIKASI ZONA HIDROKARBON PADA FORMASI NGIMBANG, CEKUNGAN JAWA TIMUR UTARA Eki Komara; Vahira Tri Kemalasari; Widya Utama
Jurnal Rekayasa Geofisika Indonesia Vol 3, No 03 (2021): Edisi Desember JRGI (Jurnal Rekayasa Geofisika Indonesia)
Publisher : Jurnal Rekayasa Geofisika Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Analisis petrofisika memegang peranan penting dalam karakterisasi reservoir hidrokarbon yaitu untuk mengidentifikasi zona litologi permeabel dan non permeabel dan potensi kandungan hidrokarbon. Analisis petrofisika secara kualitatif dilakukan pada sumur A Formasi Ngimbang berdasarkan data log caliper, gamma ray, density porosity (RHOB), neutron porosity (NPHI), resistivity shallow (RESS) dan resistivity deep (RESD). Analisis zona permeabel berdasarkan log gamma ray yang memiliki nilai kurang dari 50 gAPI dengan zona permeabel 1 pada kedalaman 1351,76–1590,59 m dan zona permeabel 2 kedalaman 1755,68–1885,11 m. Analisis zona permeabel berdasarkan log NPHI dan RHOB dengan zona crossover 1 kedalaman 1352,09–1517,80 m dan zona crossover 2 kedalaman 1755,68–1882,59 m. Analisis kandungan fluida berdasarkan log RESS dan RESD mengidentifikasi terdapat hidrokarbon pada kedalaman 1369,50–1467,3 m, kedalaman 1488,20–1566,00 m, dan kedalaman 1775,00–1880,70 m. Dari ketiga analisis ini, disimpulkan bahwa terdapat 2 zona utama sebagai zona potensi reservoir hidrokarbon yaitu pada kedalaman 1351,76–1517,80 m dan pada kedalaman 1755,00–1880,70 m.
Analisis Nilai Impedansi Akustik P – Wave Pada Formasi Sarvak Menggunakan Persamaan Gassman & Model Dem Melalui Matlab Nisya Aviani; Kevin Daniel Munthe; Mei Devi Bun; Gilang Reyhan; Zulqaisi; Widya Utama
Jurnal Indonesia Sosial Teknologi Vol. 1 No. 05 (2020): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (997.828 KB) | DOI: 10.36418/jist.v1i5.46

Abstract

Iran merupakan suatu negara yang memiliki satuan statigrafi dari karbonat tebal di wilayah Zagros pesisir selatan Neotitis yang dikenal dengan formasi Sarvak yang cukup signifikan sebagai penghasil hidrokarbon. Tujuan penambahan parameter impedansi akustik pada penelitian ini agar didapatkan jenis litologi yang akurat dari setiap kedalaman lapisan karbonat di formasi Sarvak. Hasil tersebut dimodelkan dengan MATLAB agar dapat dianalisis secara sederhana karakteristik dari lapisan karbonat tersebut. Dalam pencarian hidrokarbon dibutuhkan indikator untuk mendeteksi letaknya dengan mengetahui nilai kecepatan gelombang seismik. Persamaan gassman umum digunakan dalam pencarian nilai kecepatan gelombang dengan berbagai asumsinya, namun salah satu asumsi model batuan diibaratkan homogen membuat metode ini tidak valid, sebab batuan penyusun karbonat anisotropik. Dengan metode alternatif lain, nilai kecepatan gelombang P dapat diketahui menggunakan metode DEM. Pada praktiknya, jenis litologi dari setiap lapisan karbonat tidak dapat ditemukan secara akurat hanya dengan mengetahui nilai impedansi akustik yang diklasifikasi pada tabel 1 dan tabel 2, sehingga dibutuhkan penelitian lanjutan untuk mengetahui karakterisasi batuan penyusun litologi menggunakan software AVO, data log, serta parameter pendukung lainnya seperti EEI (Extended Elastic Impedance).
Penerapan Koefisien Aliran untuk Mendukung Budidaya Tanaman Bernilai Ekonomi Tinggi (Studi Kasus: Kwanyar Bangkalan, Indonesia) Widya Utama; Anicetus Wihardjaka; Nourma Al Viandari; Dwa Desa Warnana; Wien Lestari; Eki Komara; Sherly Ardhya Garini; Rista Fitri Indriani; Dhea Pratama Novian Putra; Annisa R. Varhana
Jurnal Penelitian Pendidikan IPA Vol 9 No 9 (2023): September
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v9i9.3307

Abstract

The initial study that we carried out regarding the Kwanyar sub-district area, Bangkalan, East Java, shows the need to optimize land productivity and analyze the potential for farming to build the welfare of the people of the Kwanyar subdistrict. Preliminary spatial data analysis related to the topography as a result of Digital Elevation Model (DEM) data processing shows that: the Kwanyar sub-district is dominated by flat slopes (0-8°) compared to the northern region of the Kwanyar sub-district, while runoff water analysis shows a low flow coefficient (0- 0.25) which means that most of the Kwanyar area has low absorption capacity and a high potential for stagnant water. In addition, the Kwanyar region has a Regosol soil type. Regosol soil has a coarse texture and low organic matter, which makes it unable to properly hold water and minerals for plants, so it tends to be infertile. The initial study then became the basis for this research.
Analysis of the Effect of Local Magnitude on Peak Ground Acceleration and Seismic Vulnerability Index for Geothermal Field Monitoring Using Microearthquake Widya Utama; Rista Fitri Indriani; Sherly Ardhya Garini
Jurnal Penelitian Pendidikan IPA Vol 9 No 10 (2023): October
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v9i10.3743

Abstract

Intensive exploitation of geothermal injection and production can trigger microearthquakes which it signals come from dynamic fractures. The purpose of this study is to decide the impact of local magnitude on mitigation in geothermal fields based on soil acceleration and vulnerability of seismic in geothermal fields. This study uses seismic wave recording data and the geology of the research area. It is focable on calculating local magnitude, ground acceleration and seismic susceptibility index to earthquakes based on ground acceleration and seismic susceptibility index in geothermal fields. The maximum amplitude value represent that the medium classification class (3<A0<6) is associated with a moderate degree of deformation. Natural frequency value are found with a moderate classification (4<f0<10) around the area of injection wells and production wells, indicating that the research area has a moderate level of soil hardness structure. The peak ground acceleration in the study area is classified as moderate (0.25<PGA<0.7) which means that the area has a moderate level of risk. Vulnerability of seismic in the study area is included in the low classification (Kg<10). The local magnitude impact on soil acceleration and vulnerability of seismic in this study has a moderate risk and can be categorised as safe. In the future, this research serves as a basis for proper decision-making in geothermal energy operations, monitoring, and infrastructure development
Penerapan Koefisien Aliran untuk Mendukung Budidaya Tanaman Bernilai Ekonomi Tinggi (Studi Kasus: Kwanyar Bangkalan, Indonesia) Widya Utama; Anicetus Wihardjaka; Nourma Al Viandari; Dwa Desa Warnana; Wien Lestari; Eki Komara; Sherly Ardhya Garini; Rista Fitri Indriani; Dhea Pratama Novian Putra; Annisa R. Varhana
Jurnal Penelitian Pendidikan IPA Vol. 9 No. 9 (2023): September
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v9i9.3307

Abstract

The initial study that we carried out regarding the Kwanyar sub-district area, Bangkalan, East Java, shows the need to optimize land productivity and analyze the potential for farming to build the welfare of the people of the Kwanyar subdistrict. Preliminary spatial data analysis related to the topography as a result of Digital Elevation Model (DEM) data processing shows that: the Kwanyar sub-district is dominated by flat slopes (0-8°) compared to the northern region of the Kwanyar sub-district, while runoff water analysis shows a low flow coefficient (0- 0.25) which means that most of the Kwanyar area has low absorption capacity and a high potential for stagnant water. In addition, the Kwanyar region has a Regosol soil type. Regosol soil has a coarse texture and low organic matter, which makes it unable to properly hold water and minerals for plants, so it tends to be infertile. The initial study then became the basis for this research.
Analysis of the Effect of Local Magnitude on Peak Ground Acceleration and Seismic Vulnerability Index for Geothermal Field Monitoring Using Microearthquake Widya Utama; Rista Fitri Indriani; Sherly Ardhya Garini
Jurnal Penelitian Pendidikan IPA Vol. 9 No. 10 (2023): October
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v9i10.3743

Abstract

Intensive exploitation of geothermal injection and production can trigger microearthquakes which it signals come from dynamic fractures. The purpose of this study is to decide the impact of local magnitude on mitigation in geothermal fields based on soil acceleration and vulnerability of seismic in geothermal fields. This study uses seismic wave recording data and the geology of the research area. It is focable on calculating local magnitude, ground acceleration and seismic susceptibility index to earthquakes based on ground acceleration and seismic susceptibility index in geothermal fields. The maximum amplitude value represent that the medium classification class (3<A0<6) is associated with a moderate degree of deformation. Natural frequency value are found with a moderate classification (4<f0<10) around the area of injection wells and production wells, indicating that the research area has a moderate level of soil hardness structure. The peak ground acceleration in the study area is classified as moderate (0.25<PGA<0.7) which means that the area has a moderate level of risk. Vulnerability of seismic in the study area is included in the low classification (Kg<10). The local magnitude impact on soil acceleration and vulnerability of seismic in this study has a moderate risk and can be categorised as safe. In the future, this research serves as a basis for proper decision-making in geothermal energy operations, monitoring, and infrastructure development
Pembuatan Pupuk Organik Menuju Peningkatan Produktivitas Lahan Pertanian Desa Pandanan Kabupaten Bangkalan Utama, Widya; Wihardjaka, Anicetus; Viandari, Nourma Al; Warnana, Dwa Desa; Lestari, Wien; Komara, Eki; Imaaduddiin, Muhammad Hafiizh; Indriani, Rista F.; Garini, Sherly A.; Putra, Dhea P. N.; Ramadhani, Annisa V.
Sewagati Vol 8 No 1 (2024)
Publisher : Pusat Publikasi ITS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j26139960.v8i1.814

Abstract

Salah satu wilayah pertanian aktif di Kabupaten Bangkalan adalah Desa Pandanan. Tingginya potensi degradasi lahan di Desa Pandanan menjadikan upaya mitigasi degradasi lahan harus segera dilakukan. Salah satu upaya yang dapat dilakukan adalah melalui pengabdian kepada masyarakat (abmas) oleh tim dari Institut Teknologi Sepuluh Nopember dan Badan Riset Inovasi Nasional terkait optimasi kesuburan lahan pertanian. Kegiatan abmas yang dilakukan berfokus pada tiga tahap utama yakni: (1) Sosialisasi/penyuluhan terkait pentingnya optimasi kesuburan lahan pertanian berbasis data (satelit dan validasi lapangan), (2) penyuluhan/sosialisasi terkait penggunaan pupuk organik berbahan dasar limbah peternakan lokal Desa Pandanan, dan (3) pelatihan serta pendampingan pembuatan pupuk organik. Hasil sosialisasi dan pelatihan menunjukkan bahwa kelompok tani Harapan Jaya 1, Desa Pandanan mampu mengolah limbah peternakan setempat menjadi pupuk organik, dengan adanya kegiatan ini diharapkan dapat meningkatkan pengetahuan, keterampilan, kemandirian petani dan masyarakat terhadap input pertanian, sehingga dapat mengoptimalkan kesuburan tanah seiring waktu dengan mengurangi penggunaan pupuk kimia yang memiliki potensi mencemari lingkungan khususnya lahan pertanian. Kedepan secara bertahap diharapakan dapat meningkatkan produktivitas lahan pertanian dan ekonomi yang berdampak pada kesejahteraan masyarakat khususnya para petani Desa Pandanan Kabupaten Bangkalan.
Co-Authors A F, Fachri Almawali Abigail, Nathasya Adhitama Rachman Adi Gunawan, Adi Adib Banuboro Agung Dimas Prabowo Darmawan Agung T. Nugroho Agung, B Harjo Agustin, Arin Dwi Ahdi Awaludin Sholeh Ahmad Widodo Aisyah, Maulidah Akbar, Firman Syaifuddin Al Viandari, Nourma Aldi, Radem Alifiansyah Faizal Amalia, Masruro Amelia Rosana Putri Amelia Rosana Putri Amien Widodo Amir, Moh Faisal Andriyan Yulikasari Andriyan Yulikasari Anggi, Arwin Anicetus Wihardjaka Anis Berry Annisa R. Varhana Anwar, Muhammad Khayrul Arif Darmawan Arif Darmawan Ariffiyanto, Wahyu Arin Dwi Agustin Arin Dwi Agustin Aripin, Pegri Rohmat Ariyanti, Nita Arphan, Frankstein Arphan, Frankstein Arwin Anggi Ayi Saeful Bahri Ayi Syaeful B. Aziz, Siti Kamilia B Harjo Agung Bagus Wibisono Bahri, Ayi Syaeful Bakruddin, Bakruddin Billy Dovan Yuspancana Bowo, Erstelle Budi Budi - Budiraharjo, Satrio Budy Wiryawan Bulkis Kanata Chemistra, Paul Cipta Ramadani Deni Irawan Dewi, Kiki Kartika Dewi, Kiki Kartika Dezulfakar, Hafidz Dhea Pratama Novian Putra Dinda Maulina Dwa Desa Warnana Dwa Desa Warnana Eki Komara Fachri Almawali A F Fadlillah Nur R Faizal, Alifiansyah Fajar, M. Haris Miftakhul Falah, Hanif Fajrul Fatahillah, Yosar fatimah Fatimah Fikriyah, Vareyna Tsamrotul Firdaus , Hana Sugiastu Firmansyah Saifuddin Frasiska, Rindi Ayu Fuadur K Garini, Sherly A. Gigih Prakoso W Gigih Prakoso Wigantiyoko Gilang Reyhan Gilang Reyhan Gunawan, Adi Hafidz Dezulfakar Halim, Gian Ricardo Halim, Gian Ricardo Hamzah Abdullah Mubarak Hamzah Abdullah Mubarak Hana Sugiastu Firdaus Hari Purnomo Haris Purna W Harto, Moch. Fauzan Dwi Hartono, Karim Rahman Hasibatul Farida R Hasibatul Farida Rismayanti Heru Mirmanto Hibatullah, Ahmad Irfaan Hilyah, Anik I Putu Khrisna Wijaya Ikmal Amrin Imaaduddiin, Muhammad Hafiizh Imaaduddiin, Muhammad Hafiizh Indri Silvia Dewi Indriani, Rista F. Insani, Alif N. F. Ira M. Anjasmara, Ira M. Jaka Rahadiansyah Jefrizal Sihombing Jefrizal Sihombing Jobit Parapat Jobit Parapat Juan Pandu Juan Pandu Gya Nur Rochman K, Fuadur Zakki Karim Rahman Hartono Kevin Daniel Munthe Kevin Daniel Munthe Kiki Kartika Dewi Komara, Eki Krishna Wijaya Kukuh Suprayogi Kukuh Suprayogi, Kukuh L, Putri Rida Lestari, Wien Lestyowati, Titis Linda Silvia, Linda Lita Novitasari Lubis, Azwani M Haris Miftakhul Fajar M Singgih Purwanto M Singgih Purwanto M Singgih Purwanto M. Iqbal Maulana M. Singgih Purwanto M. Singgih Purwanto M. Singgih Purwanto Mahardianti , Melisa Amalia Makky S. Jaya Makky S. Jaya, Makky S. Mariyanto Mariyanto Mariyono, M. Masruro Amalia Maulana Hutama Rahma Putra Maulana, M. Iqbal Maulidah Aisyah Maulidah Aisyah Maulidah Aisyah Maulina, Dinda Mei Devi Bun Mei Devi Bun Melisa Amalia Mahardianti Moch. Fauzan Dwi Harto Muhammad Iqbal MUHAMMAD TAUFIK Muhammad Taufik Nahari Rasif Nathasya Abigail Nisya Aviani Nisya Aviani Nomensen M. H. Sitorus Nourma Al Viandari Novitasari, Lita Nur Isnaini Rahmaningtyas Palgunadi, Kadek H. Parapat, Jobit Paul Chemistra Paul Chemistra Pegri Aripin Pegri Rohmat Aripin Pratama, Dandi S. Purba, Theresia Purwanto, M. Singgih Purwanto, Mohammad Singgih Purwanto, Singgih Putra, Dhea P. N. Putra, Risal Ardiansyah Putri Rida L Putri, Umi Muti'ah R, Fadlillah Nur Rachman, Adhitama Raden Aldi Rahadiansyah, Jaka Rahadinata, Tony Rahmaningtyas, Nur Isnaini Ramadhani, Annisa V. Rayhan Farisi Ramadhan Regian Erstelle Bowo Reksa Ikmaluhakim, Dihein Risal Ardiansyah Putra Rismayanti, Hasibatul Farida Rista Fitri Indriani Rista Fitri Indriani Robi Alfaq Abdillah Satrio Budiraharjo Sayyidatul Khoiridah Sayyidatul Khoiridah Setiawan, Irfan Adiputra Sherly Ardhya Garini Sherly Ardhya Garini Sholeh, Ahdi Awaludin Sidi, Amor K. Simon Sadok Siregar, Simon Sadok Singgih Purwanto Sitorus, Nomensen Sitorus, Nomensen Sri Cahyo Wahyono Suminar Pratapa Supeno Surya, Triswan Madani Ade Surya, Triswan Madani Ade Surya, Triswan Mardani Ade Suto Suto - Syaeful Bahri Syaifuddin, Firman Syaifuddin, Firman Syifaurrohman, Yusuf Syifaurrohman, Yusuf Taufik , Muhammad Teti Zubaidah Theresia Romauli Purba Titah Anggraeni Putri Kinasih Tony Rahadinata Totok Parafianto Totok Wianto Tri Martha Kusuma Putra Tri Martha Kusuma Putra, Tri Martha Kusuma Tricahyo Agung Budi Harjo Triswan Mardani Ade Surya Triswan Mardani Ade Surya Tsaniyah, Zahrotuts Vahira Tri Kemalasari Vareyna Tsamrotul Fikriyah Viandari, Nourma Al W, Haris Purna Wibisono, Bagus Widodo, Ahmad Wigantiyoko, Gigih Prakoso Wihardjaka, Anicetus Wijaya, Krishna Yoga Satria I Yoga Satria Iswandaru Yosar Fatahillah Yosar Fatahillah Fatahillah Yulikasari, Andriyan Yuri Syahwirawan Yusri Prayitna Zulqaisi Zulqaisi