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Abdul Kholiq
PROGRAM STUDI MAGISTER ILMU HUKUM FAKULTAS HUKUM UNDIP
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MENINGKATKAN PROMOSI KAMPUNG WISATA KULINER RW 04 HAURPANCUH II MELALUI PEMANFAATAN DIGITAL MARKETING Niqotaini, Zatin; Wiati Gusti, Kharisma; Abidin Achmad, Zainal; Aqidatun Nisa, Diana; Irzavika, Nindy; Kholiq, Abdul
Martabe : Jurnal Pengabdian Kepada Masyarakat Vol 7, No 6 (2024): MARTABE : JURNAL PENGABDIAN MASYARAKAT
Publisher : Universitas Muhammadiyah Tapanuli Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31604/jpm.v7i6.2011-2016

Abstract

Teknologi digital semakin maju seiring perkembangan zaman dan menjadi aspek penting  dalam meningkatkan efektivitas dan efisiensi dalam pengembangan sektor industri. Potensi pariwisata di Indonesia cukup besar, sehingga sektor kuliner juga mengikuti tren digitalisasi ini. Salah satu wilayah yang menonjol di sektor kuliner adalah Kampung Wisata Kuliner RW 4 Haurpancuh II, yang terletak di Jalan Haurpancuh II, Kecamatan Coblong, Kota Bandung. Kampung ini terletak di daerah padat pemukiman dan berdekatan dengan Monumen Perjuangan Rakyat Jawa Barat. Pelatihan ini difokuskan pada memberikan panduan kepada pengelola dan pedagang Kampung Wisata Kuliner RW 4 Haurpancuh II tentang promosi digital yang melibatkan branding, packaging produk, pembuatan akun dan pengaturan konten di media sosial. Kegiatan ini diikuti oleh 15 peserta dan berlangsung selama dua hari pada tanggal 8 dan 9 Mei 2024. Melalui kegiatan ini, diharapkan Kampung Wisata Kuliner RW 4 Haurpancuh II dapat memperkuat promosi serta meningkatkan keterampilan dan wawasan.
Juridical Analysis Changes Number Minimum and Maximum Sanctions Corruption Against Justice and Legal Certainty Elia, Christopher; Kholiq, Abdul
Law Development Journal Vol 7, No 3 (2025): September 2025
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/ldj.7.3.503-518

Abstract

This study aims to analyze the juridical comparison of changes in the minimum and maximum sanctions for corruption crimes in the new Indonesian Criminal Code (Law Number 1 of 2023) compared to the Anti-Corruption Law (Law Number 31 of 1999 juncto Law Number 20 of 2001). The research seeks to examine how these changes affect the principles of justice and legal certainty amid Indonesia’s ongoing struggle with corruption. The research method was used a normative juridical approach with legislative, conceptual, and case approaches. Data were obtained from primary, secondary, and tertiary legal materials through literature study, and analyzed using qualitative, content, and descriptive analysis techniques. The novelty of this research lies in its comprehensive analysis of both the minimum and maximum criminal sanctions, supported by factual data such as corruption case trends, the Anti-Corruption Behavior Index, and the interpretation of Decision Number 1/Pid.Sus-TPK/2024/PN Mam. This study also introduces adaptive solutions through penal and non-penal measures, such as asset forfeiture, revocation of political rights, and restrictions on public office, to strengthen deterrence and restore justice. Based on the research concluded that the reduction of sanctions for corruption crimes in the new Criminal Code is inconsistent with Indonesia’s corruption reality and requires refinement to ensure the balance between justice, legal certainty, and the effectiveness of corruption eradication.
INTERAKSI STRUKTUR PONDASI DENGAN KOLOM PADA PROYEK PEMBANGUNAN RSUD MAJALENGKA Ramadhan, Gilang; kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

Project to build an outpatient and basement building in Majelngka District Hospital consists of 4 floors and one basement floor. The foundation used in this project is a deep foundation with borepie type foundation. Each foundation must be able to withstand the load generated by the interaction of building structures. the foundation with this column can later be used as a comparison with the existing foundation and column design. Soil type in this project is clay type with hard soil depth of more than 10 m. The calculation of foundation and column is assisted with the SAP 2000 software. Based on the calculation results obtained the dimensions of the foundation with a diameter of 0.5 m with a depth of 5 m using the main level 8D19 with stirrup layer D10-200 and pilecap thickness used for 0.6 m while the structural data from implementing contractor obtained the dimensions of the foundation with a diameter of 0.8 m with a pole length of 4 m, the main reinforcement 16D19 with stirrup D10-150 and pilecap thickness obtained 1 m. This difference occurs because of differences in the calculation concepts of each method.
METODE PELAKSANAAN PEKERJAAN SHEAR WALL PADA PROYEK PEMBANGUNAN APARTEMEN SILK TOWN ALEXANDRIA TOWER Nurdiana, Iyan; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

The Silk Town Alexandria Tower apartment project is one of the apartment projects in the city to meet the needs of the megapolitan community for residential homes. This apartment is a people's dream to have a modern residence with luxurious facilities. This project has a very strategic location, namely in the Graha Raya area. South Tangerang, precisely on Jalan Bhayangkara, Alam Sutra. Tangerang Selatan is a location that is experiencing rapid development. In addition, South Tangerang, which is close to the capital city, makes this location in great demand and targeted by the community. Shear walls are vertical elements of the horizontal force resisting system. Shear walls are like vertically-oriented wide beams that carry earthquake loads downwards to the foundation. Shear walls are efficient, both in terms of construction cost and effectiveness in minimizing earthquake damage in structural and nonstructural elements. Shear walls in buildings must be symmetrically located in plan to reduce ill-effects of twist in buildings. The presence shear wall building is expected to reduce the earthquake plan so that the safety and comfort of residents under control.
PERHITUNGAN KEBUTUHAN PEMBESIAN ABUTMENT PADA PEMBANGUNAN JEMBATAN CIHIEUM KECAMATAN LEMAHSUGIH KABUPATEN MAJALENGKA Pradana, Rana; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

In Engineering. Abutment refers to the substructures rests or contacts. Single-Spanbridge have abutments at each end which vertical provide and lateral support for the bridge, as well as acting as retaining walls to resist lateral movement on the earthen fill of the bridge approach. On the process, contractor should be able in calculating how much material needed to make effective and effisien process. Planned abutment has 8.20m in height and 7 meter wide without central pier.
METODE PELAKSANAAN PEKERJAAN SHEAR WALL PADA PROYEK PEMBANGUNAN APARTEMEN SILK TOWN ALEXANDRIA TOWER Nurdiana, Iyan; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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

Abstract

The Silk Town Alexandria Tower apartment project is one of the apartment projects in the city to meet the needs of the megapolitan community for residential homes. This apartment is a people's dream to have a modern residence with luxurious facilities. This project has a very strategic location, namely in the Graha Raya area. South Tangerang, precisely on Jalan Bhayangkara, Alam Sutra. Tangerang Selatan is a location that is experiencing rapid development. In addition, South Tangerang, which is close to the capital city, makes this location in great demand and targeted by the community. Shear walls are vertical elements of the horizontal force resisting system. Shear walls are like vertically-oriented wide beams that carry earthquake loads downwards to the foundation. Shear walls are efficient, both in terms of construction cost and effectiveness in minimizing earthquake damage in structural and nonstructural elements. Shear walls in buildings must be symmetrically located in plan to reduce ill-effects of twist in buildings. The presence shear wall building is expected to reduce the earthquake plan so that the safety and comfort of residents under control.
PERANCANGAN PILAR PORTAL STRUKTUR JEMBATAN CIKERUH RUAS JALAN CICALUNG-SP.SINDANG PT.DELIMA DJAYA INTILAND Amarudin, Amarudin; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 5 (2021): STIMA 5.0 Kebangkitan Nasional Digital Era Industri 4.0
Publisher : Universitas Majalengka

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Abstract

The Cikeruh Bridge is a bridge that crosses the Cikeruh river with a river width of 65 meters, on the west it is a steep slope of 900 in the east there are landslides with a depth of 11 meters where there are rocks of varying sizes. So the construction of the pillar as a support for the superstructure must be very carefully calculated so that it is able to transfer the weight of the upper structure to the ground. The type of pillar chosen at the location of the Cikeruh bridge is a portal pillar with a different construction between one pillar and another, adjusted to the contour of the land and the flow of the river. The structure of the bridge itself is planned for a composite bridge type with steel girders (Fy = 355 MPa) and a concrete plate (F'c = 250 MPa), with a structure under a steel pile foundation. and Pier head work 2. The main material used in the construction of cikeruh bridge pillars is f'c = 250 quality concrete, the reinforcement used is screw D-25 iron, threaded D-16 and threaded D-13.
KAJIAN SISTEM PLUMBING AIR BERSIH DAN AIR KOTOR PADA BANGUNAN GEDUNG DEWAN PERWAKILAN DAERAH KABUPATEN MAJALENGKA Jaenudin, Muhamad; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 6 (2022): STIMA 6.0 Bangkit Bersama Membangun Majalengka Smart City
Publisher : Universitas Majalengka

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Abstract

Sistem Plumbing adalah bagian yang tidak dapat dipisahkan dari suatu bangunan. sitem plumbing dipergunakan untuk menyediakan air bersih dan mebuang air kotor serta air buangan ketempat yang telah ditentukan tanpa mencemari bagian-bagian terpenting lainnya. untuk memenuhi kebutuhan air bersih pada perancangan gedung Dewan Perwakilan Daerah Kabupaten Majalengka dengan jumlah penghuni sebanyak 95 orang diperlukan air bersih sebesar 8,55 m3 / hari. untuk bak air atas (roof tank) digunakan bak penampung air sebesar 10.000 liter dan untuk bak penampung air buangan (packkage STP) digunakan bak penampung berkapasitas 21 m3. berdasarkan hasil perhitungan digunakan pompa transfer untuk memompa air dari bak air bawah (ground water tank) menuju bak air atas (roof tank) dengan kapasitas pengaliran 0,07 m3/menit. head pompa transfer sebesar 10 m, pada perencanaan ini distribusi air bersih menggunakan sistem gravitasi bumi.
METODE PELAKSANAAN OVERLAY REKONSTRUKSI PADA PROYEK CIKOWOAN – KADUT (REGULER) DI STA 1 + 700 s/d STA 2 + 286 Maulana, Rizky; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.895

Abstract

In terms of access to mobilization/demobilization and the location is very steep, the dump load is minimal due to poor access. Very high rainfall has resulted in further delays in the implementation of work. ACBC (Asphalt Concrete Binder Course) asphalt foundation and top layer or asphalt surface wear layer ACWC (Asphalt Wearing Course) for the material used, namely Asphalt Emulsion CSS -1 or SS -1 layer thickness (AC-BC) solid with a thickness of 0.6 cm with a loose thickness of 7.4 cm, the layer thickness (AC-WC) was solid with a thickness of 0.5 cm and a loose thickness of 6.4 cm. AC-WC compaction is divided into 3 parts, namely first compaction (breakdown rolling), second compaction (intermediate rolling), final compaction (final rolling). The first compaction is carried out when the temperature reaches 111 C to 102 C or about 0 – 10 minutes from the time the AC – WC is held. This ride uses a tandem roller with the number of tracks according to the trial compaction. The second compaction is carried out at a temperature of 102 C to 83 C or about 10-20 minutes since the AC-WC was held. This event uses a Pneumatic Roller with the number of passes according to trial compaction. The final compaction was carried out at a temperature of 83 C to 63 C or around 20-45 minutes since the AC-WC was held. This event uses a Pneumatic Tandem Roller with 12 to 15 passes. In the work of the Cikowoan – Kadut Road Improvement Reconstruction Project in Majalengka Regency, the tools used are Mini Excavators, Asphalt Tanks and assistive devices (asphalt sprayer), Dump trucks, Tandem combin rollers, Mini iron wheel compactor machines (baby roller), soil compactor machine.
ANALISIS STRUKTUR PEMBEBANAN KONSTRUKSI BANGUNAN GEDUNG KEJAKSAAN NEGERI KABUPATEN MAJALENGKA Indrahayu, Agus; Hendrayana, Yayat; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.945

Abstract

Dalam perencanaan struktur beton bertulang perlu adanya kepastian tentang keamanan struktur terhadap keruntuhan yang mungkin terjadi selama umur bangunan. Berbagai hal perlu ditinjau yang meliputi beberapa kriteria yaitu kekuatan, kekakuan, dan kemampuan menerima beban, sehingga diperoleh kekuatan yang optimum. Penelitian ini mengacu pada aturan Standar Nasional Indonesia (SNI) yang meliputi SNI 1726:2012, SNI 1727:2013, dan SNI 2847:2013. Analisis struktur pada penelitian ini dilakukan dengan bantuan program komputer SAP2000 v.14. Analisis dilakukan dengan pemodelan 3 dimensi, kemudian diperoleh momen ultimit dan beban aksial ultimit yang akan membantu dalam perencanaan tulangan balok dan kolom yang aman bagi bangunan. Hasil akhir analisis dari program komputer SAP2000 v.14 menunjukkan bahwa struktur balok dan kolom cukup aman untuk memikul beban mati, hidup, angin dan gempa. Dari hasil perencanaan diperoleh dimensi dan jumlah tulangan yang telah memenuhi syarat, dimana untuk balok ØMn > Mu, dan untuk kolom ØMn > Mu, ØPn > Pu
Co-Authors Abdul Aziz Abdul Jabbar, Ibrahim Abdullah, Rudi Achmad Dzulfikar Adi Harmanto Agung Priambodo Aida Nur Fitria Khamima Ainun Nafiah, Lutfi Akbarizan Akbarizan Alamsyah - Alamsyah P, Agus Alfiatu Maghfiroh Amarudin, Amarudin Amiruddin, Mohd Zaidi Bin Anas Ahmadi Andriyanto, Octo Dendy Anisa Awaliyah Anita Ratnasari Anwar Sutoyo Ardiansyah, Fahmi Arifin, Muhamad Taufik Arthur Hulu, Samuel Asmiati Asmiati Assalim Tetra Putra, Moch. Prastawa Atmaja, Dwi Azizan, Yoga Rifqi Bagus Priambodo Baharun, Segaf Bahri, Mat Bahrum Subagiya Bambang Guruh Irianto Bambang Yulianto Barda Nawawi Arief Carolina, Lavia Luky Catur Wulandari Choirul Mahfud Christina Damara, Dandi Darlius DEBY ADELIA Dejan Fauzan Azhary desy wulandari Diana Aqidatun Nisa Didik Nurhadi Diniyah, Wikayatul Djoko Sunarjanto Dodi Suryana Dwi K, Rizky Dwi Vernanda DYP Sugiharto Eko Budi Lelono Eko Soponyono Elia, Christopher Endang Purwaningsih Endang Sri Budi Herawati Endhy Septian Eny Latifah, Eny Erika Damayanti Faisol Faisol Faiz Nafi'u Pradana, Much Farooq Mujahid, Muhammad Umer Fikriawan, Suad Firmansyah, Rendy Rizkyta Gilang Ramadhan Haris, Supratno Hasan, Maulana Achmad Heri Purnomo Hermansyah Hermansyah Hermansyah Hermansyah Hernalom Sitorus Hidajati, Fitrijah Hidayatullah Ismail, Hidayatullah Imam Abd. Khaliq Qawi Indrahayu, Agus Irma Diana Safitri Islah Islah, Islah Ismayanti, Eni Ismi Firdatul ‘Izzah Istiqomah Sumadikarta Jaenudin, Muhamad Jalil Jawhari, Abdul Jera, Almi Johan Erwin Isharyanto Jumaryadi, Yuwan K, Rizky Dwi Kaban, Kevin Sulistyo Khairunnas Jamal Khairunnas Rajab Khoiri, Abdul Aziz Kholik, Kholik Kiki Kusumawati KIKI SEPTARIA Kiriana, Nyoman Kusnarto Kurniawan Laila Badriyah Laksono, Kisyani Lamidi, Lamidi Lilik Mahmudah, Lilik Lukika, Riviangela Win Ayu Luthfiyah, Sari M. Yogi Riyantama Isjoni M. Yusuf Maharani, Nurrachma Mahendra, Farhel Gading Masood, Faraz Mifthahul Maghfiroh, Anita Moh. Ahsan Shohifur Rizal Moh. Arif Susanto Mohammad Muhtadi Mufidhatul Jannah, Anis Muflih Ridwan, Muhamad Muhammad Arif Aziz Muhammad Isradi Muhammad Muhtadi Muslikah Muslikah Nailah Rizqia Azhar Nasrullah Natrion Nindy Irzavika Niqotaini, Zatin Ni’matul Kafiyah, Fitroh Nurdiana, Iyan Nurdin H Abd Rahman S. Nurmala, Farida Nurman, Moh NURUL HIDAYAH Nurul Hidayati Panjaitan, Bosar Parangu, Kaukabilla Alya Parno Pasla, Jimli Pradana, Rana Prawira, Rio Nusa Putri, Febi Qorin Annida Salma Rachmatikah, Elfira Amanda Rahmat Agus Santoso Ramandani, Rifan Rathod, Yagnik Retno Hariati Riama Sibarani Rio Satrio Riza Mahmud Yunus Rizal, Moh Ahsan Shohifur Rizal, Moh. Ahsan Shohifur Rizky Maulana, Rizky Rofiah, Zaimatur Rofi’ah, I’anatur Rohaedi, Diding Wahyudin Rohendi, Muhamad Rohmah, Ni’matur Romadhini, Novita Nur Azize Rusli Hereng Sa'diyah, Maemunah Sabar, Muhamad Satrio, Rio Sembada, Abdi Septarini, Ridhotin Alwiyana Setyo Admoko Shofiyah Sianturi, Heriston Silvana, Pamela Mega Sina, Hendrikus Siti Ummu Kulsum Sitorus, Berlin P Sri Rachmawati H S SUCI RIYANTI Sugiyo Sugiyo Suhartono Sujito Sujito Sukarno Bahat Nauli SULIYANAH SULIYANAH Sumber, Sumber Sunawan, S Surjaya, Asep Suryana, Dodi Sutisna, Laendra Anggara Syaifudin Syaifudin, Syaifudin Syam, Muhamad Auza Taruna, Azis Taufik Hidayatullah Terra Whisnu Murti Tetraputra, M. Prastawa Assalim Tohirin Tohirin Tri Ferga Prasetyo Triana Rahmawati Turkhamun Adi Kurniawan Utomo, Bedjo Utomo, Dian Purbo Wachyu Hari Haji Wahaerudin, Heru Waluyan, Vrimadieska Ayuanissa Wiati Gusti, Kharisma Wibowo, Teguh Setiawan Widyanto, Priyo Bagus Wulansari, Christina Yayat Hendrayana, Yayat Yoga Rifqi Azizan Yonita Shelly Anggraeni Yulika Gita Rahayu Ningtyas Yusuf Aliputro Zainal Abidin Achmad Zainuddin, Abu