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All Journal Majalah Ilmiah Sultan Agung TEKNIK INFORMATIKA REKAYASA Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Pondasi JITEK (Jurnal Ilmiah Teknosains) APTEK Journal of Artificial Intelligence and Digital Business
Abdul Rochim
Universitas Islam Sultan Agung
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Mechanical Engineering Physics Social Sciences Transportation Veterinary

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MODEL STABILISASI TANAH DASAR UNTUK DISPOSAL AREA KALI SEMARANG Abdul Rochim
Majalah Ilmiah Sultan Agung Vol 50, No 127 (2012): Jurnal Majalah Ilmiah Sultan Agung,Maret - Mei 2012
Publisher : Majalah Ilmiah Sultan Agung

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

Abstract

This study presents the analysis of ground settlement and stabilisation that aims to estimate the soil types, ground settlement and stabilization of the soil in Disposal Area Semarang River. The data of the two soils from this area was used as samples to represent the average soil condition. A preloading model by applying five meter embankment was used to consolidate the soil. To estimate the immediate and consolidation settlement and the change of excess pore water pressure, PLAXIS application program was used. Based on the analysis from 30 meter soil layer of the two soil samples, it was shown that this area of Semarang River had the soil type SE or soft soil. Having the embankment as load, there was the settlement as big as 2.57-2.64 meters in which took 64.5 years to happen with the consolidation degree 90 per cent that was equal to the settlement 4 centimeters per year. From the stage constructions in PLAXIS, the result was reliable as to the increase of shear strength after consolidating. It was shown that there was the increase of shear strength amounting to 13 per cent from 282.61 kN/m2 (initial condition) to 318.75 kN/m2 (after consolidation). To decrease the time for soil to consolidate,  vertical and horizontal drains can be proposed. With the vertical drain having distance in between 1 meter and a triangle pattern, the time to reach the full settlement just 4.2 weeks. Key words :     Soil types, settlement, preloading, vertical drain, Disposal Area Kali Semarang
IDENTIFIKASI SERAT BAMBU MENGGUNAKAN EKSTRAKSI CIRI STATISTIK ORDE 2 (GLCM) DAN PENGUKURAN JARAK K-NN Khoiriya Latifah; Abdul Rochim; Bambang Supriyadi
JURNAL TEKNIK INFORMATIKA Vol 12, No 2 (2019): JURNAL TEKNIK INFORMATIKA
Publisher : Department of Informatics, Universitas Islam Negeri Syarif Hidayatullah

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (616.185 KB) | DOI: 10.15408/jti.v12i2.8946

Abstract

Indonesia is a large bamboo producer. Many benefits can be taken from bamboo trees, among others, as an alternative material for environmentally friendly construction, handicraft, and even become a safe material for use. Based on the property of its mechanical strength, bamboo has high tensile strength and fiber content, including fiber length, inter-fiber adhesive, namely lignin and the higher diameter of bamboo fiber, causing bamboo stems to become stronger and stiffer so that bamboo quality is getting better. One objective is to use a texture analysis of statistical features extraction of digital image processing. Feature extraction is a process to get the characteristics of visual perception. Texture information can be used to distinguish the surface properties of objects in images that are related to coarse and fine. This research uses a second-order statistical calculation of Gray Level Co-occurrence Matrices (GLCM) by measuring contrast, energy, homogeneity, and correlation levels to determine roughness from bamboo image textures that have irregular patterns. The second method is to use similarity measurements with the K-NN method in which in this study K = 3 with testing images of 28 images obtained an accuracy of 0.8, precission of 0, 8 and f-measurement of 0.9.
ANALISIS CONTRACT CHANGE ORDER PADA PELAKSANAAN PROYEK APARTEMEN ALTON SEMARANG Muhammad Abdul Khalim; Henny Pratiwi Adi; Abdul Rochim
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 26, No 2 (2021): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v26i2.3135

Abstract

A contract change order (CCO) is a job change activity in a construction project that is carried out during the work implementation period. This study aims to determine the factors that cause contract change orders, analyze the impact given if there is a contract change order and analyze what strategies must be done to resolve the occurrence of contract change orders in the implementation of the Alton Apartment building construction project located in the city of Semarang. The data collected in this study used a semi-structured interview method with competent sources in their field, while the sources for data collection were construction management consultants (MK), contractors & owners. The Strength, Weakness, Opportunity, Threats (SWOT) analysis method is used to determine the right strategy to deal with CCO activities. The conclusion of the study, CCO was caused by an imperfect design that resulted in the achievement of time and costs not being on target, the strategy was obtained by accelerating work, controlling each work and project cashflow and referring back to the wholesale contract that was mutually agreed upon in the event of a dispute.
THE COMPARISON OF ROAD CAPACITY OF GREENSHIELD MODEL, GREENBERG MODEL AND UNDERWOOD MODEL TOWARD MKJI 1997 CALCULATION ON THE JENDRAL SUDIRMAN ROAD, BATANG Farhan Sholahudin; Abdul Rochim
Pondasi Vol 24, No 1 (2019): Juni 2019
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v24i1.4995

Abstract

Jendral Sudirman road is one of the streets in Batang Regency which has function as primary artery and it has main access to connect vital locations. It makes Jendral Sudirman road has several transportation problems. In the planning, design and establishment of various transportation system policies, traffic flow theory of movement has very important role. To facilitate the application of traffic flow theory of movement used a mathematical approach which was used to analyze the phenomenon that took place in the traffic flow. One of approach ways to comprehend the traffic behavior was by verifying it into mathematical and graphics relationships with observing to the relationship among the speed (S), density (D) and volume (V) traffic.The objective of this study was to determine traffic flow characteristics on Jendral Sudirman Road consisting of three (3) main parameters such as volume, speed and density by using mathematical models included Greenshield, Greenberg and Underwood Model. In addition, this study also aimed to determine the results of a comparison of one of the chosen model with the road capacity calculation based on MKJI 1997.Based on the data analysis  by using Greenshield model, it was known that the characteristics of the traffic on Jendral Sudirman road values obtained free flow speed (Sf)= 45.53 km/h, density jam (Dj)= 38.31 unit/km and maximum volume or road capacity(Vmax)= 1774.25 unit/hour. The estimation result of model was calculated using Greenshield model and estimation capacity calculations of MKJI 1997 had a difference about 15.49%. This could be evidence that generalize the use of manual book as MKJI 1997 in estimating the value of a certain road location capacity without researching driver behavior, vehicle characteristics and the environment of the road would be at risk in the capacity estimation results obtained. Therefore, the use of existing guidelines such as the 1997 MKJI needs carefulness in assessing the environmental condition of the road and traffic characteristics.Keywords : TrafficCharacteristic, Volume, Speed, Density, Greenshield, Greenberg, Underwood
ANALISIS STABILITAS LERENG DENGAN PENDEKATAN VALUE ENGINEERING Ardian Fachrurrozi; Abdul Rochim; Rachmat Mudiyono
JITEK (Jurnal Ilmiah Teknosains) Vol 8, No 1/Mei (2022): JiTek
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/jitek.v8i1/Mei.11161

Abstract

Penelitian ini dilatar-belakangi oleh adanya potensi longsor yang cukup tinggi di daerah sekitar DAS Gung kabupaten Tegal. Salah satu faktor yang berpengaruh terhadap potensi longsor adalah penggunaan lahan vegetasi penutup di sekitar daerah tersebut. Lahan konservasi yang seharusnya ditanami berbagai tanaman keras diganti dengan tanaman pertanian yang memiliki akar serabut dangkal. Tujuan penelitian ini adalah mendesain beberapa alternatif perbaikan tanah dan mengkaji sejauh mana penerapan analisis Value Engineering pada lereng sungai di Desa Guci, Kecamatan Bumijiwa, Kabupaten Tegal. Jenis penelitian ini adalah explanatory research, tentang proyek Perencanaan Konservasi DAS Gung. Pemodelan pada Penelitian ini diperlukan untuk menganalisis hasil Total Displacement pada tanah penurunan analisa stabilitas lereng pada pembangunan perencanaan Dinding Penahan Tanah dan hasil Value Engineering. Perencanaan struktur ini menggunakan program Plaxis 8.2, diperoleh 3 alternatif perbaikan lereng yaitu Retaining Wall, Sheetpile Wall dan Revetment Wall. Penerapan Stabilitas Lereng Pada 3 Alternatif perbaikan lereng menggunakan Plaxis 2D menghasilkan keluaran berupa Safety Factor dan Penurunan Tanah mencapai angka aman untuk dilakukan pekerjaan konstruksi dikarenakan nilai keamanan melebihi ambang batas yaitu lebih dari 1,5 (>1,5). Melalui analisa value engineering dapat disimpulkan bahwa setelah dianalisa dengan perbandingan nilai cost dan worth DPT Alternatif 1 Sheetpile Wall menunjukkan nilai penghematan yang paling besar dan dengan analisa metode paired comparison didapatkan nilai DPT Alternatif 1 Sheetpile Wall dengan biaya Rp. 345.543.185 atau ada penghematan sebesar Rp. 893.037.900 dari DPT Rencana Retaining Wall dan ada Penurunan biaya dari DPT Rencana Retaining Wall sebesar 57,8%.
Analisis Perbandingan Perencanaan Tebal Perkerasan Lentur Antara Analisa Komponen Dengan Software Desain Perkerasan Jalan 2 Boedi Winarno; Rachmat Mudiyono; Abdul Rochim
Aptek Jurnal Apliksai Teknologi (APTEK): Volume 16, No. 01, Desember 2023
Publisher : Fakultas Teknik Universitas Pasir Pengaraian

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30606/aptek.v16i1.2216

Abstract

Perencanaan ketebalan perkerasan merupakan bagian penting dari perencanaan konstruksi jalan. Perencanaan ketebalan perkerasan dengan berbagai metode, penelitian ini menggunakan Analisa Komponen dan Software Desain Perkerasan Jalan versi 2 (SDPJ2). Tujuan penelitian membandingkan analisis perkerasan lentur antara kedua metode tersebut. Penelitian ini dengan dengan mengumpulkan data primer dan sekunder yang digunakan dalam analisisnya. Data dalam analisis yang terdiri dari data LHR, CBR yang merupakan data primer yang didapat dari pengambilan langsung dari lapangan. Data sekunder yang terdiri umur rencana, faktor distribusi arah, faktor distribusi lajur, pertumbuhan lalu lintas, ekivalen ke sumbu standar yang didapat dari literatur resmi dari pedoman perencanaan, buku dan jurnal yang telah dipublikasikan. Analisa Komponen dalam analisis menggunakan persamaan logaritma dan SDPJ2 menggunakan aplikasi sebagai alat bantu perhitungan. Hasil tebal perkerasan lentur dengan Metode Analisa Komponen lebih tebal 4 cm dibandingkan dengan Metode SDPJ2 pada layer Sub Base Course . Berdasarkan hasil perhitungan biaya Metode Analisa Komponen sebesar Rp 44.882.570,00 dan Metode Software Desain Perkerasan 2 sebesar Rp 41.842.874.700,00.
Analisis Potensi Likuifaksi dan Strategi Mitigasi Menggunakan Metode Rigid Inclusion Melalui Pendekatan Elemen Hingga Neila Nafilah; Ristianti Ristianti; Lisa Fitriyana; Abdul Rochim
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 2 (2026): Mei-Juli
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i2.8843

Abstract

Indonesia merupakan wilayah yang memiliki risiko tinggi terhadap gempa bumi karena letaknya di pertemuan tiga lempeng tektonik utama, yaitu Lempeng Eurasia, Indo-Australia, dan Pasifik. Salah satu dampak dari gempa bumi adalah likuifaksi, yaitu fenomena di mana tanah kehilangan kekuatan geser akibat meningkatnya tekanan air pori akibat beban siklik, sehingga tanah yang semula solid berubah menjadi cair. Tujuan penelitian ini adalah menganalisis nilai Safety Factor dan penurunan tanah sebelum dan sesudah perkuatan Rigid Inclusion pada Sirkuit Mandalika. Penelitian ini memanfaatkan pendekatan numerik dengan metode elemen hingga (Finite Element Method/FEM) menggunakan Software Plaxis 2D V24 untuk memodelkan potensi likuifaksi serta mengevaluasi efektivitas mitigasi menggunakan Rigid Inclusion di area Sirkuit Mandalika. Pemodelan dilakukan dengan variasi diameter, jarak, dan ketebalan Load Transfer Platform (LTP), untuk memperoleh analisis yang lebih mendalam dan representatif terhadap perilaku tanah dan struktur. Untuk diameter yang digunakan sebesar 0,42 m; untuk jarak yang digunakan yaitu 2,5 m, 2 m, dan 1,26 m; sedangkan untuk tebal LTP yaitu 1,5 m, 1,2 m, dan 0,7 m. Percepatan gempa yang digunakan yaitu 0,5 g dengan durasi waktu 5 sekon. Berdasarkan analisis menggunakan Plaxis 2D V24, tanah asli di Sirkuit Mandalika memiliki nilai Safety Factor (SF) < 1 sehingga berpotensi likuifaksi, sedangkan perkuatan Rigid Inclusion terbukti meningkatkan SF dan menurunkan settlement, dengan Pemodelan 1 sebagai variasi paling optimal dan efektif secara teknis.
Exploration of Road Damage Parameters Using Surface Distress Index (SDI) in Enhancing Urban Road Infrastructure Maintenance Planning Yogi Oktopianto; Antonius Antonius; Abdul Rochim
Rekayasa Vol 19, No 1: 2026
Publisher : Universitas Trunodjoyo Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21107/rekayasa.v19i1.31746

Abstract

Effective road infrastructure maintenance is essential to ensure the sustainability and safety of the transportation system, particularly in urban areas. This study focuses on the application of the Surface Distress Index (SDI) in road condition assessment using a regression model to explore various factors affecting road damage. The methodology used included data collection through field surveys on 42 urban road segments with 2,467 observational data points. The collected data comprised information on crack length and width, potholes, and rutting. Multiple linear regression analysis and the exploration of non-linear models were conducted to evaluate the relationship between these variables and road conditions. The results showed that the number of potholes had the strongest correlation with the SDI, followed by crack width and rutting. The logarithmic model proved to be the most efficient in predicting road conditions, with an R2 value of 0.75, an Akaike Information Criterion (AIC) of 22,856.35, and a Bayesian Information Criterion (BIC) of 22,879.59, indicating a balance between simplicity and the ability to explain variance in the data. This study contributes to the development of data-driven road maintenance methodologies, which can be applied in planning road maintenance that is more accurate, efficient, and sustainable.
Co-Authors antonius antonius Ardian Fachrurrozi Bambang Supriyadi Boedi Winarno Henny Pratiwi Adi Khoiriya Latifah, Khoiriya Lisa Fitriyana Muhammad Abdul Khalim Neila Nafilah Rachmat Mudiyono Rachmat Mudiyono Ristianti Ristianti Sholahudin, Farhan Yogi Oktopianto