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All Journal Media Teknik Sipil PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat INTEK: Jurnal Penelitian Prosiding Seminar Nasional Teknik Mesin West Science Nature and Technology Journal of Civil Engineering and Vocational Education BISMA: Bimbingan Swadaya Masyarakat Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK)
Moch. Sholeh, Moch.
Balai Penelitian Tanaman Tembakau dan Serat Jl. Raya Karangploso Po Box 199, Malang – Jawa Timur
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ALTERNATIF DESAIN FONDASI PADA PEMBANGUNAN GEDUNG DIREKTORAT POLITEKNIK PEKERJAAN UMUM (PU) SEMARANG Mufida, Ainun Safitri; Sholeh, Moch.; Supiyono, Supiyono
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 4 No. 3 (2023): SEPTEMBER 2023
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v4i3.3558

Abstract

Dalam studi ini, tujuannya adalah untuk menghitung daya dukung aksial dari fondasi tiang pancang dan bore pile berdasarkan data tanah SPT (Standard Penetration Test) dengan menggunakan Metode Mayerhof (1956 & 1976). Tujuan lainnya adalah perhitungan penurunan elastik dan konsolidasi, perencanaan pile cap, RAB dan metode pelaksanaan yang digunakan. Gedung direktorat ini memiliki 6 lantai dengan dimensi panjang 40 m, lebar 24 m, dan ketinggian 24,05 m. Gedung tersebut menggunakan struktur beton bertulang dengan fondasi tiang pancang berdiameter 0,6 m sepanjang 38 m, dan berlokasi di Jl. Soekarno Hatta, Kecamatan Gayamsari, Kota Semarang. Setelah melakukan analisis perhitungan dengan berbagai variasi panjang tiang pancang dan bore pile, akhirnya dipilih variasi paling ekonomis, yaitu tiang pancang dengan diameter 0,6 m dan panjang 35 m, serta bore pile dengan diameter 0,6 m dan panjang 41 m. Tiang pancang menggunakan pile cap tipe 1 (3800 x 3600 mm) berjumlah 5 tiang dengan penurunan interior dan eksterior masing-masing 153,6353 mm dan 147,2346 mm. Fondasi bore pile menggunakan pile cap tipe 2 (4800 x 4200 mm) berjumlah 6 tiang untuk interior dan pile cap tipe 1 (3800 x 3600 mm) berjumlah 5 tiang untuk eksterior, dengan penurunan interior dan eksterior masing-masing 144,2685 mm dan 146,8295 mm. Pelaksanaan tiang pancang menggunakan metode Hydraulic Jack In dengan Rencana Anggaran Biaya (RAB) sebesar Rp 6.289.684.588, sedangkan bore pile menggunakan metode temporary casing dengan RAB sebesar Rp 7.948.668.527.
PENGARUH PENAMBAHAN ABU AMPAS TEBU TERHADAP NILAI KUAT GESER TANAH (DIRECT SHEAR TEST) Saputri, Bherliana Herpri; Novianto, Dandung; Sholeh, Moch.
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 4 No. 4 (2023): DESEMBER 2023
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v4i4.3593

Abstract

Stabilisasi tanah merupakan salah satu upaya dalam meningkatkan daya dukung tanah yang tidak stabil dengan menggunakan bahan tertentu. Penelitian ini bertujuan untuk mengetahui karakteristik tanah asli dan pengaruh penambahan abu ampas tebu terhadap parameter kuat geser tanah di Dusun Brau, Kota Batu. Penelitian ini meliputi uji kadar air, uji berat isi, uji berat jenis, uji ayakan dan hidrometer, uji batas-batas Atterberg, serta uji geser langsung. Pada penelitian ini digunakan campuran abu ampas tebu dengan persentase 15%, 20%, 25%, 30%, dan 35% dari berat tanah dengan waktu pemeraman masing-masing 1 hari, 7 hari, dan 14 hari. Pengujian dilakukan di Laboratorium Mekanika Tanah Politeknik Negeri Malang. Berdasarkan sistem USCS, hasil penelitian menunjukkan tanah di Dusun Brau termasuk dalam klasifikasi pasir berlempung dan pasir berlanau (SC-SM).  Hasil indeks plastisitas tanah asli sebesar 10.34% dan cenderung mengalami penurunan pada tanah yang distabilisasi hingga mencapai 2.27% dengan persentase campuran 25%. Pengujian sifat mekanis pada tanah asli menghasilkan nilai sudut geser (f)= 55.02º, dan kohesi (c) = 0.017 kg/cm2. Pada tanah yang telah distabilisasi abu ampas tebu, nilai sudut geser (f) tertinggi dicapai pada persentase campuran 25% dengan pemeraman 1 hari yaitu sebesar 68º. Nilai kohesi tertinggi dicapai pada persentase campuran 15% dengan pemeraman 14 hari yaitu sebesar 0.54 kg/cm2. Hasil uji hipotesis menggunakan metode ANOVA dua arah, menunjukkan bahwa penambahan limbah abu ampas tebu dengan waktu pemeraman tertentu berpengaruh signifikan terhadap parameter kuat geser tanah. 
ANALYSIS OF ROAD DAMAGE LEVEL BASED ON THE INDEKS KONDISI PERKERASAN METHOD ON THE MOJOKERTO-JOMBANG ROAD SECTION Lestari, Indri; Raharjo, Nain Dhaniarti; Sholeh, Moch.
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 4 No. 4 (2023): DESEMBER 2023
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v4i4.3688

Abstract

Mojokerto-Jombang Road section is a national road that connects the main use areas in Mojokerto and has a high vehicle intensity. This damage to the road caused the decrease in quality and disturb in comfort of road users. Therefore this study aims to analyze the level of damage, provide handling, and find out the Cost Budget Plan needed for handling the damage. The calculation method used Indeks Kondisi Perkerasan Method (IKP). The primary data in this study is visual damage condition survey, while the secondary data are average daily traffic data, road technical data, CBR data, and PUPR 2022 unit prices. The results of the study are road damage Patching by approximately 41,8%, Edge Cracking around 4,3%, Potholes by approximately 8,9%, Aligator Cracking around 33,7%, Block Alligator by approximately 4,6%, Bleeding around 0,6%, Longitudinal Cracking by approximately 5,2%, Polished Aggregate around 0,5%, and Rutting by approximately 0,3% with a pavement surface condition value a 19,4% Good, 14,2% Satisfactory, 20,1% Fair, 17,2% Poor, 11,9% Very Poor, 14,9% Serious, and 2,2% Failed. On the other hand, the types of handling in this study obtained Routine Maintenance 19%, Periodic Maintenance 14%, Rehabilitation 19%, and Reconstruction/ Recycling 47%. The budget estimate plan for all repair works is about Rp. 63,562,961,000,-.
Development of Hydroponic Plants in Semampir Village, Sidoarjo for Strengthening the Village Community Economy in the New Normal Era Sholeh, Moch.; Niam, M. Faridun
Bisma : Bimbingan Swadaya Masyarakat Vol. 5 No. 6 (2024): February 2024
Publisher : STAI Miftahul ULa Nganjuk

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59689/bisma.v2i3.457

Abstract

The purpose ofthis community is to assist the residents of Semampir Village in making hydroponic plants. Through the Community Development approach, the result of this assistance is that assisted communities have the ability to make hydroponic plants as a planting medium in the yard / yard. The results of this assistance are also able to provide an alternative to strengthening the economy of Semampir residents by meeting the needs of vegetables independently in the situation of social restrictions in the new normal, thus providing economic strengthening for the residents of Semampir Sidoarjo during the pandemic.
Assessing the Impact of Mesh Density on Safety Factor in 2D and 3D Finite Element Modeling: A Case Study of Landslide Mitigation with Corrugated Concrete Sheet Pile (CCSP) Rahmawati Cupasindy, Dyah Ayu; Sholeh, Moch.; Asema, Fuji; Anggraini, Novita; Susilo, Helik; Aditya, Muhammad Tri
West Science Nature and Technology Vol. 3 No. 03 (2025): West Science Nature and Technology
Publisher : Westscience Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58812/wsnt.v3i03.2284

Abstract

The problem of landslides in irrigation canal embankments often occurs in areas with soft and expansive soils that have low bearing capacity and are easily changed in volume due to fluctuations in water content. One of the main triggers is the rapid drawdown phenomenon that causes a sudden decrease in slope stability. In this study, slope stability analysis was conducted using the finite element method with PLAXIS 2D and PLAXIS 3D software. The main objective of the study was to evaluate the effect of mesh variation and soil model selection between Mohr-Coulomb Undrained A and Hardening Soil on Safety Factor (SF) value and slope settlement pattern. The reinforcement treatment analyzed was the use of Corrugated Concrete Sheet Pile (CCSP) installed on the side of the slope to improve stability. The results showed that the mesh variation affected the SF results and stress distribution patterns, especially in the 3D model. The Hardening Soil model produced more realistic deformation and SF predictions than the Mohr-Coulomb model. Thus, choosing the right soil model and mesh configuration is very influential in producing accurate analysis and can be used as a reference in the design of irrigation canal slope treatment.
Performance Testing Of Sand And Lime As Subgrade Stabilizing Materials For Roads Novianto, Dandung; Marjono, Marjono; Sholeh, Moch.; Anggraini, Novita
INTEK: Jurnal Penelitian Vol 9 No 2 (2022): October 2022
Publisher : Politeknik Negeri Ujung Pandang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31963/intek.v9i2.4252

Abstract

Soil stabilization is a method used to increase the carrying capacity of a layer of soil, by giving special treatment to that layer of soil. Soil is one of the factors that can affect the structure of road construction. The CBR value is one of the parameters to determine soil carrying capacity, if the CBR value is high then the soil carrying capacity is good, whereas if the CBR value is low then the soil needs to be stabilized. The purpose of this study was to determine the characteristics and classification of soil, determine the results of the grain gradation test, sieve analysis and hydrometer analysis, consistency limits (Atterberg limits) before and after stabilization, compaction results (Proctor) before and after stabilization, determine the CBR value of the soil before and after stabilization. This research included water content test, wet soil unit weight test, specific gravity test, sieving analysis, hydrometer analysis, Atterberg limit test, compaction test (Modification), and immersion CBR test and CBR without immersion. In this test, variations in the addition of 20% sand and lime content were 5%, 10% and 15% of the dry weight of the soil. From the test results, the original soil samples showed soil classification A-7-6 according to AASHTO with maximum dry density (MDD) values of 1.70 gr/cm3 1 day curing, 1.64 gr/cm3 7 days curing and 1.77 gr/cm3 for 14 days curing, there was an increase in the value of the maximum dry density (MDD) in the original soil stabilized with 20% sand and 5% lime, a value of 1.78 gr/cm3 was obtained for 1 day curing, 1.86 gr/cm3 cm3 7 days curing and 1.82 gr/cm3 14 days curing. From the test results, the original soil samples showed soil classification A-7-6 according to AASHTO with CBR values of soaked 3.15% 1 day curing, 3.68% 7 days curing and 4.21% 14 days curing, there was an increase Soaked CBR values on native soil stabilized with 20% sand and 5% lime obtained CBR values of 37.19% at 1 day curing, 42.10% 7 days curing and 30.29% 14 days curing.
Analysis of Slope Stability Using Geotextile with The Limit Equilibrium Method in Gunung Sari, Batu Sholeh, Moch.; Cupasindy, Dyah Ayu Rahmawati; Anggraini, Novita; Asema, Fuji; Susilo, Helik
CIVED Vol. 11 No. 2 (2024): June 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i2.608

Abstract

Gunung Sari Village, Batu City is a hilly mountainous area. Where the elevation contour of the land is at an altitude of ± 800 meters above sea level. Because of its hilly location, there are many steep slopes around the location. These slopes have the potential to experience landslides, considering that the rainfall in these locations is very high. Potential slopes with such conditions are suspected to have a safety factor (SF) < 1. For this reason, researchers are interested in analyzing the slopes on these slopes using the limit equilibrium method. In this study the method that will be used is to analyze the factor of safety in the existing conditions and the factor of safety after the slope is given geotextile reinforcement which will be modeled with the Geoslope/W 2012 application. The results of the safety factor analysis of existing conditions at cross 1 using the Geo Slope/W 2012 Program, the Bishop method, is 0.851, while for the Morgenstern method it is 0.961. Both methods show a safety factor value of less than 1 (F<1), which means the slope is unstable and has a high potential for landslides. The value of the safety factor with geotextile reinforcement for both methods has increased, making the slope more stable (F>1). The safety factor value for cross 1 of the Bishop method is 1.698 while for the Morgenstern method it is 1.702.
Inovasi Pengelolaan Dana Sosial Keagamaan melalui Aplikasi Mobile ZIS: Studi Kasus Masjid Raya An-Nur: Innovation in Managing Religious Social Funds through a Mobile ZIS Application: A Case Study at Masjid Raya An-Nur Rozi, Imam Fahrur; Yunianto, Dika Rizky; Yunhasnawa, Yoppy; Purnomo, Fadjar; Amalia, Astrifidha Rahma; Arifin, Muh. Syamsul; Sholeh, Moch.; Viyus, Vinan; Hakim, Muhammad Ilham El
PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol. 10 No. 12 (2025): PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institute for Research and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/pengabdianmu.v10i12.10791

Abstract

The management of zakat, infaq, and sadaqah (ZIS) funds in many mosques is still carried out conventionally, leading to inefficiencies in collection, reporting, and distribution, as well as limited transparency and accountability. Masjid Raya An-Nur at Politeknik Negeri Malang, as a religious activity center, plays a strategic role in managing community funds. However, its manual system has hindered timely financial recording and reporting. The main challenges include limited access for donors to contribute online, slow verification processes, and a lack of transparency that may reduce public trust. To address these issues, this community service program developed and implemented an Android-based mobile application for ZIS management. The methodology involved a needs analysis through interviews and observations, system design utilizing REST API architecture with a Laravel back-end and MySQL database, and user training for both administrators and donors. The results indicate that the application successfully facilitates online donations, provides real-time reporting, and enhances donor participation through transparency features and digital reminders. Furthermore, the payment gateway integration enables more flexible and secure payment methods. Overall, the system has improved the efficiency, transparency, and accountability of ZIS management at Masjid Raya An-Nur, strengthened donor trust, and contributed to the digital transformation of religious social fund governance.
Co-Authors 2087-2090, Fuji Asema Amalia, Astrifidha Rahma Aman Aman Arifin, Muh. Syamsul Cupasindy, Dyah Ayu Rahmawati Dandung Novianto Dedi Junaedi Dika Rizky Yunianto Dwi Cahyono, Muhammad Fadjar Purnomo Fatwa, Aji Rissian Gerard Aponno, Gerard Ghiffary, Verza Hakim, Muhammad Ilham El Harijanto, Raihan Helik Susilo Imam Fahrur Rozi Kasimin, Kasimin Lestari, Indri Marjono Marjono Mohamad Zenurianto Mufida, Ainun Safitri Muhammad Tri Aditya Niam, M. Faridun Novita Anggraini Nurul Fitriyah Putri, Rosalia Isna Raharjo, Nain Dhaniarti Rahmawati Cupasindy, Dyah Ayu Ramadan, Pariz Saputri, Bherliana Herpri Supiyono, Supiyono Viyus, Vinan Yakub Yakub, Yakub Yoppy Yunhasnawa Yudistira, Beni