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All Journal Jurnal Pendidikan Teknologi dan Kejuruan PELANGI PENDIDIKAN JOURNAL OF INFORMATICS AND COMPUTER SCIENCE Jurnal Rekayasa Material, Manufaktur & Energi JTP - Jurnal Teknologi Pendidikan Majalah Ilmiah UPI YPTK Jurnal Pendidikan Teknik Bangunan Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Jurnal Insinyur Profesional SAINTI: Majalah Ilmiah Teknologi Industri Jurnal Rekayasa Proses Indonesian Journal of Technical and Vocational Education Training Jurnal Arsitektur ARCADE
Kinanti Wijaya, Kinanti
dosen pendidikan teknik bangunan
Aerospace Engineering Astronomy Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Mechanical Engineering Social Sciences Transportation Other

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KAJIAN PLACEMAKING RUANG PUBLIK DI KAWASAN STADION TELADAN MEDAN Zulfikar, Ahmad; Wijaya, Kinanti; Wibowo, Harry; Putra, Riansyah; Sarwa
Jurnal Arsitektur ARCADE Vol 9 No 1 (2025): Jurnal Arsitektur ARCADE Maret 2025
Publisher : Prodi Arsitektur UNIVERSITAS KEBANGSAAN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31848/arcade.v9i1.4065

Abstract

Abstract: A public space in an urban area is essentially designed for the community so that they can socialize and carry out activities safely and comfortably. The presence of public spaces in large cities, especially, is very important and influences various activities of its residents. Parks and streets are examples of public spaces that are frequently used by the community for various everyday activities. The Teladan Stadium area in Medan City is one such public open space that is widely used by the public for various activities and has become a popular destination. This study aims to assess the extent of the benefits of this public open space using a placemaking approach, based on the criteria of sociability, uses and activities, access and linkage, as well as comfort and image (Bohl, 2002). The results of this study are expected to provide direction and policy recommendations regarding issues in public spaces with a placemaking approach. The research method used is descriptive qualitative with a mapping of public activities through Behaviour Mapping in the Teladan Stadium area in Medan, in order to determine the extent of placemaking and efforts to transform space into a place used for activities in that area. Keyword: Public space, Placemaking, Stadion Teladan Area..
Kajian kuat tekan dan kuat lentur material rammed earth dengan penambahan serat tandan kosong kelapa sawit sebagai dinding bangunan Wijaya, Kinanti; Sutrisno; Sebayang, Nono; Luthan, Putri lynna A.; Novia, Ayu
Jurnal Rekayasa Proses Vol 18 No 1 (2024): Volume 18, Number 1, 2024
Publisher : Jurnal Rekayasa Proses

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jrekpros.86177

Abstract

Rammed earth material buatan manusia yang setara dengan batuan sedimen. Proses dalam membangun rammed earth melibatkan campuran tanah, air, dan aditif, kemudian dipadatkan di dalam bekesting sampai keadaan yang sangat padat. Sejauh ini serat tandan kosong kelapa sawit hanya digunakan sebagai pupuk dan bottom ash dari hasil pembakaran yang ditumpuk sehingga dapat menimbulkan pencemaran lingkungan. Pada penelitian ini digunakan limbah serat tandan kosong kelapa sawit sebagai bahan subtitusi semen pada campuran rammed earth. Tujuan penelitian ini adalah untuk mengetahui pengaruh penambahan serat tandan kosong kelapa sawit terhadap nilai kuat tekan dan kuat lentur rammed earth. Metode penelitian yang dilakukan menggunakan kajian eksperimen. Variasi persentase penambahan serat tandan kososng kelapa sawit (TKKS) 0%; 0,75%; 1%; dan 1,25% terhadap berat semen. Benda uji dibuat dengan bentuk silinder ukuran diameter 15 cm dan tinggi 30 cm dan balok ukuran 60 cm x 15 cm x 15 cm. Umur perawatan benda uji selama 28 hari. Serat tandan kosong kelapa sawit yang digunakan pada penelitian ini memiliki panjang berkisar antara 1-5 cm. Parameter pengujian yaitu analisa saringan, kuat tekan dan kuat lentur rammed earth. Hasil penelitian menunjukkan bahwan kuat tekan optimum terjadi pada variasi TRES0 (0% serat TKKS) yaitu didapat nilai tekan rata-rata sebesar 5,06 MPa. Sedangkan kuat lentur optimum terjadi pada variasi LRES1.25 (1,25% serat TKKS) yaitu didapat nilai lentur rata-rata sebesar 0,98 MPa dimana mampu menahan beban rerata sebesar 7,3 kN.
Desain Pemasangan Sistem Pembumian pada Gardu Induk Baru di Gardu Induk Kota Cane 1 x 30MVA Aceh Tenggara Mashadi, Mashadi; Hutajulu, Olnes Yosefa; Wijaya, Kinanti
Jurnal Insinyur Profesional Vol. 3 No. 1 (2023): Jurnal Insinyur Profesional (Mei)
Publisher : Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/jip.v2i3.34572

Abstract

ABSTRACT The presence of reliable and continuous electrical energy is very important to support modern human life, therefore its necessary to build a transmission network that connect to each other between substations. One of the important components to maintain the availability of reliable electric power in addition to the electric power protection system is the grounding system at the substation. The grounding system is useful for minimizing electric power disturbances due to overvoltage originating from the operation of existing equipment in the substation system as well as due to other factors external is a lightning impulse. In this paper, we will describe how to design and install a grounding system in substations. The type of installation of the grounding system selected is the mesh or grid method. The making of this grounding system refers to the work plan and working contract conditions, formulas commonly use in electric power engineering theory, the applicable rules and regulation of electric power system.  The most important standards and variables in this design are the type and resistivity of ground resistance, step voltage, touch voltage and the length of conductor used. The result of this design after working for one month in the new substation area and measured using an Earth tester showed good result of ≤ 0.19 ohm as required by the owner is 0.3 ohm. The result of this measurement mean that the result of the grounding system design has been successfully implemented is 0.19< 0.3 ohm.
FAKTOR-FAKTOR YANG MEMPENGARUHI KUALITAS PEKERJAAN JALAN RAYA DI LUBUK PAKAM Sembiring, Tuah; Hutajulu, Olnes Yosefa; Wijaya, Kinanti
Jurnal Insinyur Profesional Vol. 3 No. 2 (2023): Jurnal Insinyur Profesional Vol 3 No 1
Publisher : Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/jip.v3i1.49894

Abstract

Kualitas adalah kriteria utama untuk mengukur proyek bangunan yang sukses dan berjangka panjang. Sangat penting untuk keberhasilan proyek pembangunan yang disediakan sesuai dengan standar kualitas dan keinginan pelanggan. Sayangnya, proyek-proyek jalan raya di negara berkembang memiliki kualitas yang buruk, tidak terkecuali proyek-proyek jalan raya di Lubuk Pakam. Tujuan dari artikel ini adalah untuk mengidentifikasi elemen-elemen yang memiliki dampak negatif terhadap kualitas pada konstruksi jalan raya di Lubuk Pakam. Metode penelitian studi ini adalah kombinasi dari tinjauan literatur dan survei kuesioner. Survei literatur mengungkapkan 24 karakteristik umum yang berdampak negatif pada kualitas dalam bisnis bangunan. Kuesioner berdasarkan studi literatur diberikan kepada para spesialis jalan raya. Kontraktor utama yang tidak kompeten, perencanaan yang buruk, dan pemilihan material yang buruk diidentifikasi sebagai faktor utama yang mempengaruhi kualitas pada proyek-proyek jalan raya di Lubuk Pakam. Temuan penelitian ini dapat membantu para profesional konstruksi mengembangkan strategi untuk meningkatkan kualitas proyek konstruksi secara umum, khususnya proyek jalan raya
ANALISIS HIDROLOGI DAN HIDROLIKA PERENCANAAN KOLAM RETENSI JALAN MARELAN 4 Hutapea, Timbul Parningotan; Wijaya, Kinanti; Yuzni, Siti Zulfa
Jurnal Insinyur Profesional Vol. 5 No. 1 (2025): Jurnal Insinyur Profesional
Publisher : Universitas Negeri Medan

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

Abstract

Flooding problems often become a major issue, especially in urban areas. Floods generally occur because the volume of water that falls cannot be accommodated in the water-receiving body. Changes in land use to residential areas or other activity centers have an impact on reducing the absorption capacity of the soil surface so that the soil surface becomes saturated and results in water runoff. The purpose of this research was to determine hydrological analysis and hydraulic analysis to become a reference in planning retention ponds in Jalan Marelan IV, Medan Marelan District, Medan City. The research method uses field observation (observation) and secondary and primary data collection. Calculation analysis uses various formulas to calculate hydrological analysis and hydraulic analysis. The results are 1) Flood prevention in the Marelan IV area is focused on the 2 existing channels (inlet and outlet channels), 2) Channel capacity is calculated based on the hydrological data input above and produces cross-sectional dimensions according to the results of hydraulic analysis calculations, 3) Rainfall data used is data for the last 10 years (2013 – 2022) in the form of maximum daily rainfall data, 4) The flood discharge for 5 years was 7,030 m3/sec, while the Karmila ditch only had a discharge of 6,435 m3/sec, so the unaccommodated discharge was 0.615 and the discharge will be diverted to the retention pond. 5) The results of the retention pond planning show that the width is 74 meters, the length of the right side is 231 meters, the length of the left side is 233 meters, the depth is 1.5 meters, the inlet width is 2 meters, the inlet depth is 1.5 meters. The outlet width is 0.7 meters and the outlet depth is 0.5 meters, 6) Design of the Jalan Marelan IV Retention Pool, namely the pool area is 2,026 Ha, the pool depth is 2 meters, the effective height is 2 meters.
EVALUASI KINERJA IRIGASI DAN PRIORITAS PEMELIHARAAN DAERAH IRIGASI UNIT PELAKSANA TEKNIS (UPT) III KABUPATEN DELI SERDANG Nuriaman; Yuzni, Siti; Wijaya, Kinanti
Jurnal Insinyur Profesional Vol. 4 No. 2 (2024): Jurnal Insinyur Profesional
Publisher : Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/jip.v4i2.65132

Abstract

The Irrigation Area located in the Technical Implementation Unit (UPT) III of Deli Serdang Regency has an area of 1,042 Ha with 9 Irrigation Areas. Evaluation of the irrigation performance index is carried out to maintain the functional ability and sustainable management of an irrigation system. Evaluation of irrigation performance assessment using Minister of Public Works and Public Housing Regulation Number 12/PRT/M/2015 concerning Exploitation and Maintenance of Irrigation Networks. The research was carried out using the method of collecting data on the condition of the irrigation network, then continued with the analysis of questionnaire data regarding priorities for selecting irrigation area maintenance from selected respondents to obtain values for the degree of importance between criteria and between alternatives. From the irrigation performance index assessment data, a weight value of 60.30% was obtained, which means the performance index is low so attention and handling are needed. Data analysis using the Analytic Hierarchy Process (AHP) method with a hierarchical structure, followed by calculating the weights of criteria and alternatives using Super Decision software, resulted in the priority scale for handling the maintenance of the UPT III irrigation area of Deli Serdang Regency, namely the priority is the Kotasan irrigation area and the second Sei Tuan irrigation area.
PENGARUH MODEL PEMBELAJARAN BERBASIS MASALAH TERHADAP MINAT DAN HASIL BELAJAR KONSTRUKSI BANGUNAN PADA SISWA KELAS X PROGRAM KEAHLIAN TEKNIK GAMBAR BANGUNAN SMK NEGERI 1 PERCUT SEI TUAN T.A 2016/2017 ., Herianto; Wijaya, KInanti
Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Vol. 4 No. 1 JUNI (2018): EDUCATIONAL BUILDING
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/eb.v4i1.10048

Abstract

Penelitian ini bertujuan untuk mengetahui pengaruh pembelajaran berbasis masalah terhadap hasil belajar Konstruksi Bangunan siswa SMK Negeri 1 percut sei tuan Tahun Ajaran 2017/2018. Jenis penelitian ini adalah penelitian eksperimen. Populasi dalam penelitian ini adalah seluruh siswa kelas X jurusan teknik gambar bangunan yang terdiri dari kelas TGB 1 dan TGB 2 yang berjumlah 60 orang. Pengambilan sampel dalam penelitian ini dilakukan dengan teknik total sampling, dimana keseluruhan populasi dijadikan sampel. Instrumen penelitian yang digunakan untuk mengumpulkan data adalah objektif tes berbentuk pilihan berganda yang berjumlah 25 soal dengan 4 opsi jawaban. Hasil analisis data setelah diberikan perlakuan dengan masing-masing model pembelajaran menunjukkan bahwa kelas yang diajarkan dengan model pembelajaran berbasis masalah memperoleh nilai rata-rata sebesar 84,80, dan standar deviasi sebesar 5,82. Sedangkan kelas yang diajarkan dengan model konvensional memperoleh nilai rata-rata  sebesar 72,07 dan standar deviasi  sebesar 3,74. Pengujian hipotesis dilakukan dengan menggunakan statistik uji-t Dari perhitungan hipotesis diperoleh thitung sebesar 3,89 dan ttabel sebesar 1,68. Hasil pengujian hipotesis menunjukkan bahwa thitung > ttabel (3,89 > 1,68) maka hipotesis alternatif (Ha) diterima dan hipotesis nol (H0) ditolak. dan minat belajar siswa dengan model konvensional memiliki rata-rata 61,63 dan pembelajaran berbasis masalah 83,61 mengalami peningkatan 26,28% Dari hasil tersebut dapat disimpulkan bahwa ada pengaruh yang positif dan signifikan model pembelajaran berbasis masalah terhadap minat dan hasil belajar Konstruksi Bangunan Kata Kunci : Berbasis Masalah, Hasil Belajar, Minat Belajar, Model Konvensional,  Pembelajaran   ABSTRACT This study aims to determine the effect of problem-based learning on learning outcomes of  Building Construction students SMK Negeri 1 Percut Sei Tuan Year of Teaching 2017/2018. This type of research is experimental research. Population in this research is all class X student majoring in building drawing techniques consisting of TGB 1 and TGB 2 class of 60 people. Sampling in this study was done by total sampling technique, where the entire population was sampled. The research instrument used to collect the data is the objective of multiple choice test consisting of 25 questions with 4 answer options.  The results of the data analysis after the handling given to each study model shows that the class is taught by a problem-based learning model scored an average of 84.80, and a standard deviation about 5.82. While the classes taught by the conventional model obtain an average value about 72.07 and standard deviation about 3.74. Hypothesis testing is done by using t-test statistic. From the calculation of the hypothesis obtained t-count of 3.89 and t-table of 1.68. The result of hypothesis testing shows that t-hitung> t-table (3.89> 1.68) then the alternative hypothesis (Ha) is accepted and the null hypothesis (H0) is rejected. And students' learning interest with conventional model has an average of 61.63 and problem based learning 83,61 experienced an increase of 26,28%. From these results it can be concluded that there is a positive and significant effect of problem-based learning model on Building Construction interest and learning outcomes.Keywords: Problem Based, Learning Outcomes, Interest In Learning, Conventional Model, Learning
PENINGKATAN MINAT DAN HASIL BELAJAR PRAKTIK KERJA BATU DAN BETON DENGAN PENERAPAN PROBLEM-BASED LEARNING Siregar, Syafiatun; sitompul, Harun; Wijaya, Kinanti; Solahuddin, Ahmad Andi; ., Sutrisno
Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Vol. 5 No. 1JUNI (2019): EDUCATIONAL BUILDING
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/ebjptbs.v5i1JUNI.14511

Abstract

Penelitian peningkatan hasil belajar dan minat belajar dengan menerapkan Problemp Based Learning (PBL) pada mata kuliah Praktik Kerja Batu dan Beton terhadap mahasiswa Program Studi Pendidikan Teknik Bangunan (Prodi PTB). Penelitian merupakan penelitian eksperimen dengan populasi dalam penelitian ini adalah seluruh mahasiswa yang mengambil mata kuliah Praktik Kerja Batu dan Beton Prodi PTB Jurusan PTB Fakultas Teknik Unimed. Pengambilan sampel dilakukan dengan menggunakan teknik total sampling, dimana keseluruhan populasi dijadikan sampel. Instrumen penelitian yang digunakan untuk mengumpulkan data adalah objektif tes, melakukan pretes serta postes. Analisis data dilakukan dengan menggunakan software SPSS 23 untuk menganalisis validitas, reabilitas, tingkat kesukaran, daya beda, uji normalitas, uni homogenitas dan uji crosstab. Hasil analisis data dengan perlakuan menunjukkan bahwa kelas yang diajarkan dengan model PBL memperoleh nilai rata-rata sebesar 84,93. Sedangkan kelas yang diajarkan dengan model konvensional memperoleh nilai rata-rata  sebesar 72,60 Uji statistik nilai hasil belajar Praktik Kerja Batu Dan Beton mahasiswa sebelum diajarkan dengan PBL dilakukan dengan Kolmogorov-Smirnov menyatakan bahwa berdistribusi normal dan homogen. Hipotesisnya dapat diterima yaitu terdapat peningkatan hasil belajar dan minat belajar dengan menggunakan PBL. Kata Kunci: Hasil Belajar, Konvensional, Minat Belajar, Problem Based Learning (PBL)  ABSTRACTThis research was an increase in learning outcomes and interest in learning by implementing Problem-Based Learning (PBL) in the Stone and Concrete Work Practice courses for students of Building Engineering Education Study Program (PTB Study Program). The study was an experimental study with the population in this study were all students who took the Rock and Concrete Work Practice Study Program of PTB Department of PTB Faculty of Engineering Unimed. Sampling is done using total sampling techniques, where the entire population is sampled. The research instrument used to collect data was objective tests, pre-tests, and post-tests. Data analysis was performed using SPSS 23 software to analyze validity, reliability, difficulty levels, different power, normality tests, homogeneity units, and crosstab tests. The results of the analysis of the data with the treatment showed that the class taught with the PBL model obtained an average value of 84.93. While the class taught with the conventional model obtained an average value of 72.60. The statistical test of the learning outcomes of the Stone and Concrete Work Practices of students before being taught with PBL was conducted with Kolmogorov-Smirnov stating that the distribution was normal and homogeneous. The hypothesis was accepted that there is an increase in learning outcomes and interest in learning by using PBL.Keywords: Learning Outcomes, Conventional, Interest In Learning,Problem Based Learning (PBL)
EVALUASI KONDISI KERUSAKAN JALAN PADA JALAN WILLEM ISKANDAR ZONA ESTATE MEDAN MENGGUNAKAN METODE BINA MARGA Wijaya, Kinanti; Solahuddin, Ahmad Andi; Sutrisno, Sutrisno; Siregar, Syafiatun; Panjaitan, Albert
Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Vol. 8 No. 2 DES (2022): EDUCATIONAL BUILDING
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/ebjptbs.v8i2 DES.41868

Abstract

Jalan raya merupakan infrastruktur dasar untuk menghubungkan lalu lintas dari satu tempat ke tempat lain. Di sekitar Jalan Willem Iskandar zona Medan Estate merupakan kawasan akademik dan industri, sehingga jumlah kendaraan yang melintas sangat tinggi pada jam sibuk. Volume dan berat beban kendaraan yang membebani jalan, seringkali mengalami kerusakan yang mengganggu di satu titik yang sama. Kerusakan jalan merupakan salah satu permasalahan hubungan antar kabupaten dan daerah. Sehingga perlu dilakukan analisis kerusakan Jalan Willem Iskandar. Penelitian ini menggunakan metode Bina Marga untuk mengevaluasi tingkat kerusakan Jalan Willem Iskandar khususnya di sekitar Universitas Negeri Medan. Jenis kerusakan jalan yang terjadi antara lain: pelepasan butiran, retakan aligator, retakan membujur, tambalan dan lubang. Berdasarkan nilai urutan prioritas kerusakan jalan, jenis penanganan jalan yang sesuai harus dimasukkan dalam program perbaikan. Kata Kunci: Analisis kerusakan jalan, metode Bina-Marga, Nilai urutan prioritas ABSTRACTThe highway is the basic infrastructure for connecting traffic from one place to another. Around Willem Iskandar Street at Medan Estate zone is an academic and industrial area, so the number of vehicles that pass is very high at peak hour. The volume and weight of the vehicle load that burdens the road, often suffers disturbing damage at the same point. Road damage is one of the problems for relations between districts and regions. So, it is necessary to analyze the damage to the Willem Iskandar Road. This study uses the Bina Marga method to evaluate the level of damage to the Willem Iskandar Road especially around the Universitas Negeri Medan. The types of road damage that occur include: granular release, alligator cracks, longitudinal cracks, patches and potholes. Based on the priority order value of the road damage, the appropriate types of handling that the road should be included in the improvement program Keywords: Bina-Marga method, Road damage analysis, Priority order value
IDENTIFIKASI POTENSI PENURUNAN AKIBAT BERAT SENDIRI BUKIT KERANG Solahuddin, Ahmad Andi; Wijaya, Kinanti; Siregar, Syafiatun; Simatupang, Defri Elias
Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Vol. 9 No. 1 (2023): JUNI 2023
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/ebjptbs.v9i1 JUN.59455

Abstract

Situs cagar budaya Bukit Kerang merupakan salah satu dari peninggakan purbakala yang berlokasi Pulau Bintan.   Bukit kerang merupakan bukit yang tersusun dari lapisan-lapisan kerang yang berada di tengah perkebunan sawit. Menurut para ahli arkeologi, Bukit Kerang tersebut sudah terbentuk dari ratusan tahun yang lalu dan sampai saat ini masih terus di teliti penyebab terbentuknya.  Banyaknya aktifitas pengunjung disekitar bukit kerang mengakibatkan Bukit Kerang tersebut mengalami penurunan. Pihak management cagar budaya setempat ingin mengidentifikasi besarnya potensi penurunan yang terjadi agar dapat dilakukan pembatasan jumlah pengunjung yang naik ke bukit kerang tersebut.  Identifikasi penurunan bukit dilakukan menggunakan pendekatan finite element. Pemodelan dilakukan menggunakan aplikasi PLAXIS, v.8.2. Aplikasi ini cukup handal untuk mengukur deformasi yang terjadi pada tanah akibat pembebanan. Kebutuhan data tanah didapat dari pengujian soil property. Sample diambil di lokasi bukit kerang, kemudian dilakukan pengujian di Laboratorium. Hasil analisa finite element menunjukkan bahwa, tanah dasar yang menerima berat sendiri (tidak ada beban orang) bukit kerang berpotensi mengalami penurunan sebesar 1.683 cm. Tanah masih cukup baik dalam menerima berat sendiri. Simulasi penambahan beban pada bukit kerang menunjukkan peningkatan penurunan hanya 1% sampai 2%, artinya penurunan masih relatif kecil. Peningkatan beban berupa adanya orang naik ke bukit kerang dengan berat 50 kg sepanjang bukit menunjukkan terjadinya penurunan sebesar 1.71 cm, yang artinya adalah meningkat 2%. Dan penurunan juga meningkat bila dilakukan penambahan sebesar 100 kg, yaitu sebesar 1.736 cm. Hubungan antara penambahan beban dan penurunan berlaku linear dan mendekati persamaan    y = 0.0005x + 1.6847.Kata Kunci: Bukit Kerang, Cagar Budaya, Penurunan Tanah ABSTRACT The Bukit Kerang cultural heritage site is one of the ancient remains located on Bintan Island. A Shell hill is a hill composed of layers of shells in the middle of a palm oil plantation. According to archaeologists, Shell Hill formed hundreds of years ago and now the cause of its formation is still being investigated. The large number of visitor activities around the shell hill has resulted in a decline in the shell hill. The management of the local cultural heritage wants to identify the magnitude of the potential for a decrease that has occurred so that they can limit the number of visitors who climb the shell hill. Identification of hill decline was carried out using the finite element approach. Modeling is done using the PLAXIS application, v.8.2. This application is reliable enough to measure the deformation that occurs in the soil due to loading. Soil data requirements are obtained from soil property testing. Samples were taken at the location of the clam hill, then tested in the laboratory. The results of the finite element analysis show that the subgrade which receives its own weight (no human load) the shell hill has the potential to decrease by 1,683 cm. The soil is still quite good at accepting its own weight. The simulation of increasing the load on the shell hills shows an increase in settlement of only 1% to 2%, meaning that the decrease is still relatively small. The increase in the load in the form of people climbing the clam hill with a weight of 50 kg along the hill shows a decrease of 1.71 cm, which means an increase of 2%. And the decrease also increases when an addition of 100 kg is made, which is equal to 1,736 cm. The linear relationship between the increase in load and decrease approaches the equation y = 0.0005x + 1.6847.Keywords: Bukit Kerang, Land Subsidence, Cultural Heritage
Co-Authors Ahmad Andi Solahuddin Ahmad Zulfikar Asri Lubis Atika, Liana Dwi Putri, Mita Harahap, Siti Maulidinah Harry Wibowo Harun Sitompul Herianto . Hutajulu, Olnes Yosefa Hutapea, Timbul Parningotan Hutria, Wahyu Iswandi Idris Izzadati, Zhili Mashadi Mashadi Mendoza, Muhammad Dominique Mohd. Hani, Norziah Mohd. Hani Nono Sebayang, Nono Novia, Ayu Nuriaman Nursanni, Banu Panjaitan, Albert Pulungan, Abraham Ismail Putra, Riansyah Putri Lynna A. Luthan Ramadani Rani, Cut Meuthia Rima Melati Rizki Fadhillah Lubis Sari, Ruri Aditya sarwa Sembiring, Tuah Simatupang, Defri Elias Siregar, Batumahadi Siti Zulfa Yuzni Solahuddin, Ahmad Andi SUTRISNO Sutrisno . Sutrisno, Sutrisno Syafiatun Siregar Tinov, Naufal Yuzni, Siti