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All Journal Jurnal Teknik Sipil dan Lingkungan Jurnal Deformasi Fondasi: Jurnal Teknik Sipil Demography Journal of Sriwijaya JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION IJEMS (Indonesian Journal of Environmental Management and Sustainability) CANTILEVER TEKNIKA Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Jurnal Abdimas Mandiri SRIWIJAYA JOURNAL OF ENVIRONMENT Paulus Civil Engineering Journal Jurnal Teknik Sipil LATERAL ENVIRO: Journal of Tropical Environmental Research Jurnal Desiminasi Teknologi
Hendrik Jimmyanto
Program Studi Teknik Sipil Fakultas Teknik, Universitas Tridinanti
Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Mechanical Engineering Public Health Social Sciences Transportation

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Effectiveness of Ultrafiltration Membrane Technology Combined with Zeolite–Ginger Coral Adsorbent in pH, TDS, EC, Fe, and Mn in Groundwater for Clean Water Production Susanti, Susi; Muhammad Rendana; Selpiana; Nina Haryani; Budi Santoso; Prahady Susmanto; Aminullah, Mohammad Wahyu; Hendrik Jimmyanto; Deby Ansyory; Nyimas Ulfatry Utami; Robekca Purba; Agbal Andrean; Zikri Rahman Rizal; Afriza Citra Rahmadhini; Halimah Maulidia
Indonesian Journal of Environmental Management and Sustainability Vol. 10 No. 2 (2026): June
Publisher : Magister Program of Material Science, Graduate School of Universitas Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26554/ijems.2026.10.2.134-144

Abstract

Groundwater is a vital water source for many communities, especially in rural areas, but its quality often fails to meet clean water standards due to contaminants such as heavy metals, organic compounds, and unsuitable pH, TDS, and EC levels. This study examines an integrated water treatment system combining adsorption and ultrafiltration technologies. The process begins with adsorption using zeolite and coral ginger stone to remove contaminants through ion exchange and Van der Waals interactions. The pre-treated water is then filtered through an ultrafiltration membrane to eliminate suspended solids and microorganisms based on pore size exclusion. The novelty of this study lies in the variation of adsorbent compositions, namely 100 g zeolite, 100 g coral ginger stone, and a 50:50 g mixture. Results indicate that the 50:50 combination provides the highest efficiency in improving groundwater quality. Under optimal conditions, TDS decreased to 38 ppm, EC to 76 µS/cm, temperature reached 29.8 °C, and pH approached neutral at 6.28, meeting clean water standards.
Pengaruh Suhu dan Waktu terhadap Stabilitas Campuran Aspal AC-BC Hendrik Jimmyanto; Bazar; Lega Lubis Reskita; Ramadhani
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/gjkhfg49

Abstract

Perkerasan lentur seperti campuran AC-BC digunakan untuk mendukung beban lalu lintas yang tinggi dan meningkatkan durabilitas jalan. Penelitian ini bertujuan untuk menganalisis pengaruh variasi suhu dan waktu pemanasan terhadap karakteristik Marshall campuran AC-BC. Penelitian dilakukan secara eksperimental di laboratorium dengan variasi suhu 25°C, 35°C, 45°C, dan 60°C serta waktu pemanasan 7, 15, 30, dan 45 hari. Parameter yang diuji adalah stabilitas dan kelelehan menggunakan metode Marshall dan dianalisis melalui regresi linier berganda. Hasil penelitian menunjukkan bahwa peningkatan suhu dan waktu pemanasan berpengaruh negatif terhadap nilai stabilitas, serta positif terhadap nilai kelelehan. Model regresi menunjukkan suhu memiliki pengaruh dominan terhadap penurunan stabilitas dan peningkatan kelelehan. Temuan ini menunjukkan pentingnya memperhitungkan faktor suhu dan waktu dalam perencanaan dan pengujian campuran AC-BC, guna memastikan kinerja perkerasan optimal pada kondisi lingkungan tropis.
Analisis Karakteristik Tanah Dasar Pada Pembangunan Jembatan Muara Sungai 3 Sp. Desa Raja Barat-Curup Kabupaten Penukal Abab Lematang Ilir (PALI) Victor Victor; Saloma Saloma; Arie Putra Usman; Akhirini Akhirini; Hendrik Jimmyanto
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/3f47v798

Abstract

Tanah berperan sebagai fondasi untuk membangun berbagai jenis struktur dan konstruksi, mulai dari gedung hingga infrastruktur jalan. Oleh karena itu, analisis tanah diperlukan untuk mengenali karakteristik tanah di suatu area. Pemerintah perlu melaksanakan program pengembangan wilayah melalui perencanaan yang terintegrasi, sistematis, dan berkelanjutan, sesuai dengan standar mutu dan kualitas. Salah satu inisiatif pemerintah dalam pengembangan wilayah adalah pembangunan jaringan jalan dan jembatan di kawasan Sp. Desa Raja Barat-Curup, Kabupaten PALI, Provinsi Sumatera Selatan. Penelitian ini bertujuan untuk menyelidiki kondisi tanah melalui uji lapangan, seperti sondir, dan uji laboratorium berupa kuat geser langsung. Hasil penelitian menunjukkan karakteristik fisik tanah, dengan rata-rata kadar air sebesar 27,675%, berat isi 1,415 gr/cm³, berat jenis 2,605, nilai LL antara 32,14% hingga 38,52%, dan nilai PL antara 14,58% hingga 18,11%. Dari data tersebut, nilai IP diperoleh antara 14,02 hingga 23,94%, serta persentase berat tanah yang lolos ayakan No. 200 mencapai 27,60% hingga 30,20%. Berdasarkan hasil tersebut, tanah dapat diklasifikasikan sebagai tanah berbutir halus dengan simbol CL menurut sistem USCS. Selain itu, hasil uji kuat geser langsung menunjukkan bahwa tanah pada titik 1 memiliki sudut geser sebesar 30,75 derajat dengan nilai kohesi antara 0,4267 kPa hingga 2,8233 kPa.
A Comparative Analysis of Fatigue Resistance in Asphalt Wearing Courses Modified with 7% Content of Natural Rubber and Waste Tire Rubber Hendrik Jimmyanto; Ramadhani Ramadhani; Rindu Twidi Bethary; Lega Lubis Reskita; Kiagus Muhammad Aminuddin
Jurnal Fondasi Vol 15, No 1 (2026)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/fondasi.v15i1.38785

Abstract

Fatigue cracking remains a primary structural failure in flexible pavements, necessitating the development of more ductile and resilient asphalt mixtures. This study investigates the fatigue performance of Asphalt Concrete-Wearing Course (AC-WC) modified with 7% natural rubber and waste tire rubber, specifically comparing Pre-vulcanized Latex (LP7) and a combination of solid natural rubber and crumb rubber (KACR 7) against a conventional 60/70 penetration grade asphalt (Aspen). The experimental program employed the Indirect Tensile Fatigue Test (ITFT) under a controlled-stress mode of 500 kPa at 20°C to evaluate stiffness degradation, horizontal deformation, and cumulative strain. The results indicate that the 7% rubber modification induces a significant "softening effect," reducing the initial stiffness modulus from 30,136 MPa in the control sample to 19,055 MPa in the LP7 variant. This reduction in stiffness is accompanied by an increase in initial strain, with LP7 and KACR 7 reaching 214 μϵ and 164 μϵ, respectively, compared to only 94 μϵ for the Aspen sample. While the control sample demonstrated a longer laboratory fatigue life (Nf) of 3,381 cycles, the rubber-modified mixtures showed superior ductility and energy dissipation capacity through higher cumulative horizontal strain. Furthermore, evaluation against perpetual pavement criteria revealed that only the Aspen sample falls within the ideal endurance limit (
Analisis Karakteristik Parkir Terhadap Kebutuhan Ruang Parkir Di Jalan Merdeka Kota Palembang Ammar Asyraf; Hendrik Jimmyanto; Ani Firda; Aditha Maharani Ratna
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v11i1.10940

Abstract

The increasing intensity of commercial and office activities in Palembang City has led to a growing demand for parking spaces, particularly along road segments with mixed land-use functions. Jalan Merdeka was selected as the study location because it experiences high traffic volumes and serves as the administrative center of Palembang City, characterized by a concentration of offices, commercial areas, and traditional markets. This study aims to analyze parking characteristics, including parking volume, parking accumulation, and parking duration, along Jalan Merdeka from the Pasar 26 Ilir segment to the Palembang City Bappenda Office. Data were collected through direct parking surveys conducted on both weekdays and weekends. The survey data were analyzed to identify parking space utilization patterns and to evaluate the conformity between parking demand and existing parking capacity. The results indicate that during weekends, market and culinary areas exhibit higher parking volumes and accumulations, while on weekdays, office areas are dominated by longer parking durations. In general, parking demand on several road segments exceeds the available parking capacity, resulting in intensive use of parking spaces along the study corridor. These findings are expected to serve as a basis for planning and managing parking facilities in urban areas.
Analisis Pengaruh Komposisi Oksida Abu Sekam Padi dan Serbuk Ban Terhadap Karakteristik Marshall Campuran Asphalt Concrete-Wearing Course (AC-WC) Deby Ansyory; Hendrik Jimmyanto; Ramadhani Ramadhani; Desmarita Desmarita; Siti Anisah
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v11i1.10993

Abstract

The utilization of waste materials as alternative components in pavement construction is continuously being developed to support sustainable development. This study examines the use of Rice Husk Ash (RHA) and Crumb Rubber (CR) as substitute materials in Hot Mix Asphalt (HMA) specifically for Asphalt Concrete-Wearing Course (AC-WC). The research investigates the chemical characteristics of these materials through X-Ray Fluorescence (XRF) testing and evaluates their impact on mixture performance based on Marshall parameters. The methodology involved material characterization, the design of Marshall samples with asphalt content variations ranging from 5% to 7%, and Marshall testing on both control samples and modified samples containing a 50% RHA and 50% CR filler substitution. XRF analysis revealed that RHA is predominantly composed of Silica (SiO2) at 91.5%, while CR contains 51% Zinc Oxide (ZnO) and 17% Sulfur (SO3). Marshall test results indicate that the high silica content in RHA contributes significantly to increasing mixture stability beyond 1400 kg, though it also leads to higher Voids in Mix (VIM). Conversely, the inclusion of CR enhances flexibility and flow values but reduces overall stability due to the elastic properties of sulfur and zinc oxide, which limit the internal bonding of the mixture. This study concludes that the mechanical characteristics of asphalt mixtures are heavily influenced by the chemical interactions of their constituent oxides, where RHA serves as a structural stiffener and CR acts as an elasticity modifier.
Pengaruh Penambahan Plastik (Polyethylene Terephthalate) Pada Campuran AC-WC (Asphalt Concrete – Wearing Course) Terhadap Karakteristik Marshall Ani Firda; Bahder Djohan; Hendrik Jimmyanto; Deta Febrianty
Jurnal Deformasi Vol. 7 No. 2 (2022): JURNAL DEFORMASI
Publisher : Universitas PGRI Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31851/deformasi.v7i2.9439

Abstract

Penggunaan plastik di Indonesia terus meningkat, dapat dilihat dari terus meningkatnya volume sampah plastik dari tahun ke tahun. Hal ini menimbulkan masalah bagi lingkungan karena dibutuhkan waktu yang lama agar plastik dapat terurai. Plastik PET (polyethylene terephthalate) merupakan jenis plastik yang banyak digunakan sehingga dapat dimanfaatkan sebagai material dalam konstruksi jalan raya bila plastik tersebut menjadi limbah. Untuk mengurangi jumlah sampah plastik, pada penelitian ini menambahkan 0%, 1%, 2%, 3% dan 4% PET terhadap berat total dalam campuran laston AC-WC. Tujuan penelitian ini adalah untuk mengetahui seberapa besar pengaruh penggunaan plastik PET variasi  0%,1%,2%,3%,dan 4% dengan penggunaan aspal rencana 5%,5.5%,6%,6.5%,dan 7% pada campuran AC-WC (Asphalt Concrete - Wearing Course).Campuran laston AC-WC menggunakan metode pencampuran kering. Pengujian karakteristik campuran menggunakan Marshall Test yang ditentukan oleh parameter stabilitas, flow, Marshall quotient, VIM, VMA, dan VFA, dimana hasilnya diperoleh kadar optimum aspal laston AC-WC pada kadar 6,1% dan untuk campuran laston AC-WC dengan cacahan plastik PET diperoleh kadar optimum aspal sebesar 0,5%
Pengaruh Kapur Dan Limbah Batu Bata Terhadap Koefisien Konsolidasi Tanah Rawa Di Kelurahan Talang Betutu Kota Palembang Reni Andayani; Hendrik Jimmyanto; Zuul Fitriana Umari; Sri Rahayu Endang Lestari
Jurnal Deformasi Vol. 10 No. 2 (2025): JURNAL DEFORMASI
Publisher : Universitas PGRI Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31851/deformasi.v10i2.20715

Abstract

Tanah rawa di wilayah Palembang, Sumatera Selatan, yang rentan terhadap penurunan signifikan, memerlukan stabilisasi untuk mendukung infrastruktur yang aman. Penelitian ini menyelidiki efektivitas penggunaan kapur dan limbah batu bata (BB) sebagai bahan stabilisasi alternatif. Metode penelitian meliputi pengujian indeks properti tanah rawa dan pengujian konsolidasi dengan variasi campuran 5% kapur dan limbah batu bata (10%, 15%, dan 20% BB). Hasil pengujian indeks properti menunjukkan bahwa tanah dasar memiliki karakteristik plastisitas sedang (Indeks Plastisitas 13,73%) tetapi dengan kadar air asli yang sangat tinggi (93,37%), mengindikasikan perlunya perlakuan khusus untuk mitigasi risiko deformasi. Pengujian konsolidasi menunjukkan bahwa penambahan kapur dan limbah batu bata efektif meningkatkan laju konsolidasi yang diukur melalui Koefisien Konsolidasi (Cv​) dan mengurangi penurunan kumulatif. Peningkatan signifikan Cv​ pada kandungan 20% BB di bawah tegangan tinggi disebabkan oleh peran partikel limbah batu bata sebagai material kaku yang mengurangi kompresibilitas dan meningkatkan jalur drainase. Kesimpulan menunjukkan bahwa stabilisasi dengan limbah batu bata merupakan solusi yang layak untuk tanah rawa, di mana konsentrasi optimalnya harus disesuaikan dengan besar beban yang direncanakan.
KESESUAIAN HASIL UJI CBR LAPANGAN TERHADAP PERKERASAN JALAN BETON PERUMAHAN GRIYA CURUP EMBUN KOTA PAGAR ALAM Erwin Eka Putra; Kiagus Muhammad Aminuddin; Arie Putra Usman; Akhirini Akhirini; Hendrik Jimmyanto
LATERAL: Jurnal Teknik Sipil Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v4i1.1543

Abstract

This study aims to assess the alignment of field California Bearing Ratio (CBR) test results with the design specifications for concrete pavement in the construction of Public Infrastructure, Facilities, and Utilities (PSU) for Low-Income Housing (MBR) in Griya Curup Embun Housing Phases I and II, Pagar Alam City. CBR testing was conducted on seven road segments, evaluating both the subgrade and granular (sirtu) layers using the field CBR method as per SNI 1738:2011 . The results indicate that all segments met the technical requirements, with CBR values exceeding the minimum standards greater than 6% for subgrade soil and greater than 60% for granular layers as stipulated in Circular Letter No. 110/KPTS/Dr/2022. One segment (Segment 5) initially showed a CBR value below the requirement but was retested and achieved a compliant value of 91.5%. The findings confirm that the planned concrete road pavement corresponds appropriately with the site's soil bearing capacity. Moreover, the study highlights the importance of accurate test point selection to ensure that CBR values are representative of overall conditions. These results are critical for guiding the planning of sustainable and standard-compliant residential road infrastructure.
The Domestic Wastewater Treatment Installation's Performance Study of Technical Aspects in Cahaya Abadi Housing, Palembang City Jito Bachri; Chanel Tri Handoko; Hendrik Jimmyanto; Susi Susanti
ENVIRO: Journal of Tropical Environmental Research Vol 25, No 2 (2023): September
Publisher : Center for Environmental Research, LPPM, Universitas Sebelas Maret

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/enviro.v25i2.79282

Abstract

The comprehensive treatment of rural water pollution was pioneered by developed countries, and many nations now have a variety of sewage treatment facilities and process technology that are suitable for their rural features. Domestic sewage is handled differently at sewage treatment facilities in cities than it is in rural areas. Its distributed drainage sites make it difficult to collect. The Indonesian government is implementing domestic wastewater treatment (DWWT) to reduce water pollution in areas without separate residential waste processing. The results of this analysis show that an extensive amount of maintenance is needed to ensure that the DWWT and its distribution system run as efficiently as possible. The Cahaya Abadi Housing in Sri Mulya Village, Sematang Borang District, Palembang City, is where the study is being carried out. DWWT Cahaya Abadi processes domestic liquid waste from household activities, although even though the facility has room for 169 dwellings, only 31 homes use it. As a result, capacity is not being used. The results of identifying the technical factors show that the use of pumps results in differences in flow discharge that affect the outcomes of the DWWT output. The extremely rapid pump that is being used has an impact on the processing process and the current detention time.
Co-Authors Adabi, Chesta Ricky Aditha Maharani Ratna Afriza Citra Rahmadhini Agbal Andrean Akhirini Akhirini Akhirini Akhirini Akhirini, Akhirini Al Faritzie , Hariman Alkausari, Bintang Aminuddin Aminuddin Aminuddin, Kiagus Muhammad Ammar Asyraf Ani Firda Ani Firda Ani Firda, Ani Ansyory, Deby Arie Putra Usman Arie Putra Usman Arie Putra Usman Aulia, Ahmad Asfar Bahder Djohan Bazar Bazar Bazar Asmawi Budi Santoso Chanel Tri Handoko Chanel Tri Handoko Dahlan, Hatta Deby Ansyory Deby Ansyory Deby Ansyory Desmarita Desmarita Deta Febrianty Dwi Wahyu Hardiyanto Erwin Eka Putra Felly Misdalena Halimah Maulidia Hatta Dahlan Imron Zahri Indra Syahrul Fuad Indra Syahrul Fuad, Indra Syahrul Jito Bachri Kiagus Muhammad Aminuddin Kiagus Muhammad Aminuddin Kiagus Muhammad Aminuddin Lega Lubis Reskita Lega Lubis Reskita Lega Lubis Reskita Lubis, Lega Reskita M. Hatta Dahlan M. Imam Ramadhan M. Ragil Al Azhar M. Taufik Toha Misdalena, Felly Moh. Wahyu Aminullah Muhammad Rendana Nina Haryani Nyimas Septi Rika Putri Nyimas Ulfatry Utami PRANOTO Putri Randini Putri Randini Putri, Nyimas Septi Rika Ramadhani Ramadhani Ramadhani Ramadhani Ramadhani Ramadhani Reni Andayani Rindu Twidi Bethary Rindu Twidi Bethary, Rindu Twidi Robekca Purba Saloma Saloma Saloma Selpiana Siti Anisah Siti Khoiriyah Sri Rahayu Endang Lestari Sri Wahyono Susi Susanti Susi Susanti Susmanto, Prahady Syahwan, Firman Laili Umari, Zuul Fitriana Victor Victor Victor Victor Widodo Aribowo WIDYA MUDYANTINI Yudian Budi Krishna Zikri Rahman Rizal