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All Journal Jurnal Ilmu Lingkungan Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Transportasi SITEKIN: Jurnal Sains, Teknologi dan Industri Journal of Engineering and Technological Sciences Dinamika Teknik Sipil Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Teras Jurnal ComTech: Computer, Mathematics and Engineering Applications Jurnal Health Sains Jurnal Teknika : Jurnal Teoritis dan Terapan Bidang Keteknikan Abdi Masya Prosiding Simposium Nasional Rekayasa Aplikasi Perancangan dan Industri Prosiding Seminar Nasional Teknik Sipil UMS Urecol Journal. Part E: Engineering Prosiding University Research Colloquium Jurnal Ilmu Multidisplin Abdi Teknoyasa
Sri Sunarjono
Universitas Muhammadiyah Surakarta
Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Dentistry Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Veterinary Other

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PERBANDINGAN TINGKAT KEHALUSAN FLY ASH TERHADAP DURABILITAS DAN SIFAT MEKANIS HIGH VOLUME FINE FLY ASH-SELF COMPACTING CONCRETE Mubarak, Fauzi; Solikin, Mochamad; Sunarjono, Sri
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 28 No. 2 (2023): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v28i2.5243

Abstract

Construction made from concrete, both conventional concrete and Self Compacting Concrete (SCC), which contact with seawater, often run into decreased durability due to the content of chemical compounds that are harmful for concrete, such as Magnesium Sulfate (MgSO4) and Chloride (Cl). One way to overcome this problem is to use fine fly ash in the concrete mixture. This article discusses the results of an experimental study on the use of fine fly ash in High Volume Fly Ash- Self Compacting Concrete on durability and mechanical properties. Fine fly ash used is processed using the fly ash filtering method with a water filter. The research method is a laboratory experiment by making concrete test objects. Durability tests include Volume of Permeable Voids (VPV) and Rapid Chloride Penetration Test (RCPT), while mechanical properties is concrete compressive strength. The research results showed that using fine fly ash compared to concrete without fly ash or concrete with raw fly ash positively impacted increasing compressive strength, reducing concrete voids, and good resistance to chloride attack at low penetration levels.
EVALUASI KAPASITAS BENDUNG UNTUK PERENCANAAN CHECKDAM SEBAGAI PENGENDALIAN SEDIMENTASI DI BENDUNG LOGUNG Utomo, Pambudi Nur; Solikin, Mochamad; Pudyastuti, Purwanti Sri; Sunarjono, Sri
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 29 No. 1 (2024): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v29i1.5650

Abstract

Sedimentation that occurs in the Logung Weir in Kudus Regency can reduce the capacity of irrigation services. The conturmeisure for sediment by build a check dam or normalization. The methods used in this analysis include hydrological analysis using the Hec-HMS application to obtain a 50 year planned flood discharge, erosion rate analysis using the Universal Soil Loss Equation (USLE) method and sediment analysis using the Sediment Delivery Ratio (SDR) method. Furthermore, comparing the efficiency between normalization work and making check dams and their maintenance. Analysis of the amount of sediment in the Logung Dam catchment is 1.18 mm/year with a sedimentation rate of 0.27%, which is 4750.87 m ³/year. The sediment storage capacity at Logung Weir is 1,918.00 m ³, it is necessary to increase the storage capacity of 2,832.61 m ³. For scenario 1, normalization/dredging is carried out 3 times a year, with an operational cost of IDR 707,425,977.00/year. Within a period of 50 years the total cost that must be incurred is Rp. 155,503,120,928.41. Scenario 2 is the construction of a check dam at the upstream of Logung Weir, the location is suggested at Sta. 11+50. The cost required Rp. 4,171,067,132.16 for construction and annual dredging costs of Rp. 235,808,659.01. Within a period of 50 years the total costs to be incurred amounted to 56,005,440,774.97. Comparison of the 2 scenarios shows that a more efficient long-term value is the construction of check dams and their operations.
KAJIAN KINERJA DINDING PENGARAH REMBESAN DAN TES PERMEABILITAS DIAFRAGMA WALL PADA HILIR BENDUNGAN TUGU Baskara, Rizki Dwi; Solikin, Mochamad; Sunarjono, Sri; Harnaeni, Senja Rum
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 28 No. 1 (2023): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v28i1.4560

Abstract

On the inside of the dam, there is a seamless instrumentation. V-Notch is one of thestandard dam safety instruments used to measure water dam seepage discharge. Theporous soil and high permeability around the V-Notch cause water seepage to notbe directed properly to the V-Notch. If it is not directed properly then the erosion ofthe reed or piping cannot be detected. So we need a construction design of thebarrier wall for collecting water seepage, namely the wall diaphragm wall. Thepurpose of this research is to analyze the material, evaluate the performance, andcompare the diaphragm wall. The method used is falling head test, monitoringobservation well (OW), direct observation method when working. The results of thedownstream wall diaphragm material permeability test using the fall head test showthat the largest permeability coefficient value is 1.3 x 10-5cm/sec. where this valuehas reached a low coefficient of permeability. Results Downstream wall diaphragmperformance based on groundwater level at OW.8 < from OW.7. Downstreamdiaphragm wall or water seepage collection barrier can be said to work well. Fromthe analysis method, the diaphragm wall is easier to work than using the Clay heapmethod. This is proven because the diaphragm wall method can be carried out in therainy season and dry season. From the time calculation analysis, it is known that itis faster to use the diaphragm method with an estimated working time of 4 months 2days using 1 tool. As for the estimated length of time working with Clay soil piles is7.5 months using 1.5 tools. Based on the calculation of the cost of drilling plasticconcrete is more expensive than the Clay heap method. The cost of diaphragm wallis Rp. 9,581,703,257.38. and the cost of Clay is Rp. 8,742,490,556.95.
KOMPARASI PENURUNAN DAN WAKTU KONSOLIDASI ANATAR PVD POLA SEGIEMPAT DAN SEGITIGA BERBASIS PERHITUNGAN EMPIRIS DAN NUMERIS Apriyani, Rani; Harnaeni, Senja Rum; Sunarjono, Sri; Solikin, Mochamad
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 29 No. 1 (2024): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v29i1.5662

Abstract

Infrastructure development in soft clay soil conditions will have an impact on the low bearing capacity of the soil and a decrease in the value of the soil's carrying capacity. Increasing the bearing capacity of the soil is carried out using PVD based on empirical and numerical calculations to produce settlement values and PVD consolidation times for rectangular and triangular patterns. In this research, the results obtained from empirical calculations are that the triangle pattern is the most appropriate pattern to be applied in this case because it has a fast consolidation time value for BH 04, 05, 06, respectively, only takes 125, 124, 128 days with large decline 0.00903, 0.9012, 0.85743. Meanwhile, in numerical calculations, the triangle pattern has a fast time for BH 04, 05, 06 respectively requiring 280, 190, 134 days with a decrease of 0.0112000, 0.0001781, 0.0000006.
EVALUASI KEPUASAN KLIEN TERHADAP HASIL PRODUK KONTRUKSI (Studi Kasus: PT Isa Putra Konstruksi) Ristianto, Isnaini Prasetyo; Solikin, Mochamad; Harnaeni, Senja Rum; Sunarjono, Sri
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 29 No. 1 (2024): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v29i1.5653

Abstract

1),A construction service company is a company engaged in the development sector in Indonesia. Construction contractor service business in the form of planning, design, cost calculation, bidding and construction implementation until completion. After all the work is completed, it will be handed over to the project owner or owner. The field of work for construction service companies is in the form of building construction, bridge construction, factory construction, industrial development and road construction. The aim of this study was to test and analyze the evaluation of the satisfaction and quality of service users at the construction company PT. Isa Putra Construction. The analytical method used in this research is a quantitative descriptive research type using Statistical Product and Service Solution (SPSS). The research was conducted at companies engaged in construction services, namely PT. Isa Putra Construction with a sample of 17 respondents. Based on the results of the calculations that have been done, the CSI value is 47%. This CSI value is obtained from the division between the total Weight Score (WS) value and the maximum scale used in this study, namely 5 and multiplying by 100%.Keywords: Satisfaction, Quality, Construction Services, Service User Satisfaction Construction
IDENTIFIKASI INDIKATOR KINERJA UNTUK MENGUKUR KEBERHASILAN PADA PROYEK KONSTRUKSI JALAN BETON BERDASARKAN PERSPEKTIF PENYEDIA JASA KONSTRUKSI Safari, Athiah; Solikin, Mochamad; Sunarjono, Sri; Handayani, Fajar Sri; Harnaeni, Senja Rum
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 29 No. 1 (2024): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v29i1.5648

Abstract

One of the infrastructures that society absolutely needs is roads. With the existence of roads, land transportation activities are carried out so that economic and social mobility runs normally. Concrete is one of the materials commonly used for road pavements, where this material technology has many advantages such as being able to withstand heavy vehicle loads and lower maintenance costs. To produce quality concrete roads, the role of the manager who leads the concrete road construction project is very decisive. To produce a quality concrete road, a manager must be able to determine indicators that influence its success, so that construction activities run effectively and efficiently. This study aims to identify Key Performance Indicators (KPIs) that can be used as a measure of success in concrete road construction projects based on the perspective of construction service providers. The analytical method used in this study is the Relative Importance Index to determine performance indicators that can be used as KPIs based on their relationship to success in concrete road construction projects. The results of the analysis show that the performance indicators that can affect the success of a concrete road construction project based on the perspective of a construction service provider are cost, quality, time, productivity, and environment, each of which has a weight of 21.41%, 19.44%, 19.05%, 15.65%, 12, 86% and 11.59%.
EDUKASI KESELAMATAN LALU LINTAS DI KALANGAN EMAK-EMAK RW 02 DESA SOGO KABUPATEN BLORA Magfirona, Alfia; Fitrianingrum, Wahyu Ria; Rahmawati, Febriria; Hidayati, Nurul; Sunarjono, Sri; Listyawan, Anto Budi; Handayani, Nur Khotimah
Abdi Masya Vol 5 No 1
Publisher : Pusat Penelitian dan Pengabdian Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52561/abdimasya.v5i1.311

Abstract

The public's lack of awareness of traffic laws can be seen in behavior such as the increasing number of traffic violations. Apart from that, minimal knowledge of traffic rules and poor driving practices are also causes that exacerbate the high rate of traffic accidents. The rate of traffic accidents 2021 in Blora Regency throughout 2021 has increased compared to 2020. One effort to overcome this problem can be made by educating traffic ethics among the mothers of Sogo Village, Blora Regency. Service activities were carried out on Thursday, April 27 2023 at 15.00 – 17.00 WIB using the face-to-face method. The education carried out has been able to improve mothers' abilities to understand traffic and driving etiquette. Evaluation of service activities is carried out through pre-and post-tests. Based on the indicators per question item, the average pre-test results show a figure of 69.35%, while the post-test results have increased by 30.65%. Overall the results of the post-test percentage achieved per question item reached 100%. It can be concluded that the education carried out has succeeded in improving mothers' abilities to understand traffic and driving etiquette. In this way, these mothers are considered capable of sharing information and understanding related to traffic etiquette with their children and neighbors and can apply it in their behavior during traffic on the road as a follow-up to this activity.
Penyelidikan Propertis Aspal Nano Karbon (Studi Kasus Pengalaman Magang Riset Keilmuan MBKM di UMS) Mahendra, Irfan Alid; Riyanto, Agus; Rizana, Rama; Sunarjono, Sri
Prosiding Simposium Nasional Rekayasa Aplikasi Perancangan dan Industri 2023: Prosiding Simposium Nasional Rekayasa Aplikasi Perancangan dan Industri
Publisher : Universitas Muhammadiyah Surakarta

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

Abstract

Merdeka Belajar Kampus Merdeka (MBKM) merupakan suatu upaya pemerintah untuk memperbaiki SDM dengan perubahan zaman yang ada. Program MBKM bertujuan sebagai sarana mahasiswa agar dapat meningkatkan soft skills maupun hard skills melalui pembelajaran diluar jam perkuliahan. Riset Keilmuan ini merupakan salah satu program MBKM yang dilaksanakan pertama kali dalam Program Studi Teknik Sipil Universitas Muhammadiyah Surakarta, yang melibatkan berbagai pihak dalam pelaksanaannya baik dalam lingkup maupun dari luar lingkup ilmu Teknik Sipil. Program Riset Keilmuan ini bertujuan untuk membagikan pengalaman Riset Keilmuan MBKM, serta mengetahui hasil nilai adhesi dan daya ikat pada aspal modifikasi (mastik aspal) dengan variasi penambahan bahan nano karbon. Metode penelitian pada riset kali ini menggunakan metode eksperimen laboratorium berupa pengujian SEM, pengujian sifat fisik aspal (penetrasi, berat jenis, titik lembek, daktilitas) dan sudut kontak. Pengujian SEM dilakukan guna mengetahui dimensi dan karakterisasi unsur dalam aspal, pengujian sifat fisik dilakukan untuk mengetahui kualitas dan karakteristik pada aspal, serta pengujian sudut kontak untuk mengetahui nilai adhesi pada aspal. Hasil riset menunjukkan bahwa program riset keilmuan MBKM memiliki kesinambungan antar ilmu teknik, serta bahan nano karbon dapat meningkatkan kualitas dan nilai adhesi pada aspal.
Evaluasi umur sisa perkerasan kaku pada ruas jalan tol Solo-Ngawi Mohammad Faizal Kelan Pambudi; Sri Sunarjono; Senja Rum Harnaeni
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 1 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.1.8925.1-10

Abstract

Jalan merupakan prasarana pokok yang bertujuan untuk mempercepat pertumbuhan suatu daerah yang mengakibatkan terbukanya hubungan sosial, ekonomi, dan budaya antar daerah. Jalan yang baik dan stabil akan berpengaruh terhadap kelancaran arus lalu lintas. Salah satu jalan tol yang terindikasi mengalami penurunan fungsi perkerasan yang diakibatkan berbagai faktor pengaruh kerusakan adalah ruas jalan tol Solo-Ngawi. Evaluasi umur sisa perkerasan kaku pada ruas jalan tol Solo-Ngawi bertujuan untuk mengetahui berapa nilai umur sisa perkerasan kaku pada ruas jalan tol tersebut dan digunakan sebagai referensi dalam penentuan metode pemeliharaannya. Penelitian ini menggunakan metode kuantitatif berdasarkan data- data sekunder dengan analisa acuan berdasarkan American Association of State Highway and Transportation Officials (AASHTO) 1993. Dapat diketahui berdasarkan hasil analisa evaluasi dengan berdasarkan buku AASHTO 1993, nilai CESAL rencana dari hasil analisa didapatkan nilai sebesar 22,913,047 ESAL, Sedangkan untuk CESAL Aktual Berdasarkan masing-masing lajur didapatkan nilai 8,239,688 ESAL untuk arah Solo-Ngawi dan 4,270,023 ESAL untuk arah Ngawi-Solo. Dari kedua hasil diatas dinyatakan bahwa umur sisa untuk masing-masing jalur didapatkan 64.04 % untuk Arah Solo-Ngawi dan 81.37 % untuk Arah Ngawi-Solo. Manfaat penelitian ini dapat diketahui terkait berapa umur sisa perkerasan dari ruas Tol Solo-Ngawi sehingga diharapkan dapat berkontribusi sebagai acuan pengelola jalan tol untuk peningkatan masa layan jalan lebih banyak lagi bagi pengguna kendaraan yang memilih jalan tol Solo-Ngawi.
EVALUASI KINERJA BIAYA DAN WAKTU PELAKSANAAN MENGGUNAKAN METODE EARNED VALUE (EVM) (Studi Kasus: Proyek Pengendalian Banjir Kali Lamong) Annas, Ferry Muhammad; Solikin, Mochamad; Harnaeni, Senja Rum; Sunarjono, Sri
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 29 No. 2 (2024): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v29i2.6160

Abstract

The Kali Lamong Project is scheduled to be completed within 35 weeks with acontract value of Rp. 72,000,000,000,-. The purpose of this study is to determinecost and time performance, cost and time estimates at the end of project completionand the factors that cause delays or project progress. The method used in this studyis the Earned Value method which combines the elements of cost and time as well asthe physical performance of the work The data obtained from the project includesthe project time schedule, budget plan (RAB), project weekly reports and actualcosts, then an analysis of costs, schedules, variances and performance indexes iscarried out by explaining the problems that arise during the research. From theresults of the analysis it is known that the costs incurred are lower than thebudgeted costs indicated by the value of CPI = 1.12 and the implementation time isslower than the planned schedule indicated by the value of SPI = 0.71. The resultsof the calculation of the estimated final project cost of Rp. 67,952,500,564.98 withan estimated completion time of 43 weeks, indicating that the project experienced adelay of 8 weeks from the planned 35 weeks. This delay was caused by variousfactors such as delays in the initial erection of the project by a third party, damageto equipment, changes to the drawings by the planning consultant and changes tothe design by the owner.
Co-Authors 'Adani, Mimma Mauritsa Abdulnaser M Al-Sabaeei Adi Indra Pratama Agus Riyanto Ahmad Rifan, Ahmad Al-Ghalib, Helmi Dhia Al-Sabaeei, Abdulnaser M Alfia Magfirona Alifah, Farah Dina Amal, Mohammad Fatkhul Andy Rosyulianta Irfan Anggraeni, Ipung Ayu Annas, Ferry Muhammad Anto Budi Listyawan Apriyani, Rani Astuti, Nurmalely Puji Bagus, Wahid Bala, Nura Baskara, Rizki Dwi Bayu Agus Mustofa Bima Hardi Anto Budi Murtiyasa Budi Priyanto Budi Setiawan Budi Setiawan Cendikia, Wildan Faza Dewi Fatmawati Dharma, Ahmad Akmal Martnanda Surya Faizatul Fitriyah, Faizatul Farosi, Farhan Fauzy, Bagas Septyan Fitrianingrum, Wahyu Ria Gotot Slamet Mulyono Gus Maelan Irfana Handayani, Fajar Sri Hari Prasetyo Harijanto, Soegeng Hasan, Ahmad Nasir Hernaeni, Senja Rum Hidayat, Fazri I Irawan, I Idris, Zilhardi Ika Setiyaningsih ikhsan arif purwoko ikhsan Laksmi, Natasya Rosita Mahendra, Irfan Alid Maulana, Nanang Sofa Miradwiyana, Bara Moch. Solikin, Moch. Mohammad Faizal Kelan Pambudi Mohammad Faizal Kelan Pambudi Mubarak, Fauzi Muh Ujianto Muslich Hartadi Sutanto Mustofa, Bayu Agus Ngafwan Ngafwan Nur Khotimah Handayani Nura Bala Nurul Hidayati Nurul Hidayati Nurul Hidayati Nurul Hidayati Prihandoko, Bayu Purwanti Sri Pudyastuti Purwosri, Visaretri Pramuktia Putra, Dhimas Adha Aji Putra, Firman Javiri Rahman, Nur Muhammad Syaifullah Rahmawati, Febriria Rama Rizana Ravli, Muhammad Vaikar Riandaya, Hanandita Putri Ristianto, Isnaini Prasetyo Romdhoni, Alif Firmansyah Rudyanto, Monica Safari, Athiah Safira, Sonia Sayyida, Alifa Nur Sejati, Agus Wahyu Senja Rum Harnaeni Shabrina, Aufi Sigit Kurniawan Solly Aryza Susilo, Aris Syakir Maghfuri Syarifah, Nur Lailatus Titik Wahyuningsih Ujianto, Muh Untung Subagyo Utomo, Pambudi Nur WAHONO, SIGIT Wibawa, Rizky Yundari, Yundari