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All Journal Jurnal SOLMA BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil JURNAL PENDIDIKAN TAMBUSAI Journal of Sustainable Civil Engineering (JOSCE) Teknokris Jurnal Sipil Krisna
Lydia Darmiyanti
Universitas Krisnadwipayana
Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Mechanical Engineering Social Sciences Transportation Other

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Sosialisasi Penanganan Air Limbah Rumah Tangga Di Karawang Ali Khumaidi; Tuntun Rahayu; Lydia Darmiyanti
Jurnal SOLMA Vol. 8 No. 2 (2019)
Publisher : Universitas Muhammadiyah Prof. DR. Hamka (UHAMKA Press)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (358.372 KB) | DOI: 10.29405/solma.v8i2.3165

Abstract

Dampak pencemaran air limbah rumah tangga dapat menyebabkan terganggunya kehidupan organisme air karena berkurangnya kandungan oksigen, terjadinya ledakan populasi ganggang dan tumbuhan air, pendangkalan dasar perairan, punahnya biota air, banjir serta menjalarnya wabah penyakit. Adapun penyakit yang ditularkan melaui air dikelompokkan 4 kategori yaitu water borne diseases, water washed diseases, water based diseases, dan water related insect vector diseases. Kondisi sosial dan pengetahuan yang cukup rendah dari masyarakat Dusun Rumambe II Desa Anggadita Karawang dapat memicu dampak pencemaran air. Salah satu usaha untuk mengatasi permasalahan tersebut adalah dengan melaksanakan sosialisasi penanganan air limbah rumah tangga dengan memberikan pengetahuan kesehatan lingkungan, air bersih, sanitasi lingkungan, dan sistem pengolahan air limbah rumah tangga. Bentuk sosialisasi tersebut berupa penyuluhan dan diskusi. Sosialiasasi tentang air limbah, air bersih, masalah dan indikator kesehatan lingkungan, contoh sanitasi lingkungan yang baik dan buruk, penyakit yang dapat ditularkan melalui air, sistem pengolahan air limbah rumah tangga, dan pencemaran lingkungan kepada masyarakat dusun Rumambe II diharapkan mampu mengubah kebiasaan yang salah sehingga mampu menciptakan lingkungan yang sehat dan nyaman.
Penambahan Serbuk Kayu Kamper terhadap Kuat Tekan Beton Lydia Darmiyanti; Gali Pribadi; Achmad Pahrul Rodji
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 2 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2021)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v9i2.2861

Abstract

Sawdust waste from the furniture industry should be considered. Nowadays, the increased demand for furniture is in line with the increase in sawdust waste produced. Therefore, it is necessary to make use of sawdust to protect environment. An alternative use is the addition of sawdust as the concrete mixture. Cellulose and hemicellulose compounds are compounds contained in wood powder, where these compounds can provide additional bonding between particles in the cement and sand mixture in concrete. Therefore, concrete can be stronger as well as more water resistant, hence it can be used for a specific purpose in constructions. This study aims to analyze the compressive strength of concrete due to the addition of sawdust as an organic fiber in the concrete mixture with the percentage of 0.25%, 0.50%, 0.75% and 1% as substitution of sand. Organic fibers as additives in concrete are being developed until recently. The proposed concrete was 25 MPa quality. Result showed the increase in the compressive strength of concrete by 0.98% in 1% wood powder mixed at 28 days of concrete age.
PERENCANAAN STRUKTUR ATAP FROFIL BAJA WF Lydia Darmiyanti; Ahmad Pahrul Rodji; Asaddulah Mumtaz
Journal of Sustainable Civil Engineering (JOSCE) Vol 4 No 02 (2022): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v4i02.2258

Abstract

Rangka atap merupakan salah satu bagian dari struktur atap yang berfungsi untuk melindungi bangunan dari matahari maupun hujan. Material untuk rangka atap pada saat ini telah mengalami perubahan dari kayu ke material yang lebih mudah didapat, ekonomis, lebih ringan dan mudah dalam pemasangan. Baja profil WF (wide flange) salah satu alternatif rangka atap yang banyak digunakan. Berat profil WF yang relatif ringan dengan struktur yang padat menjadikan profil ini banyak digunakan untuk rangka kuda-kuda atap. Analisis ini dilakukan guna mengetahui kekuatan dari struktur kuda–kuda baja profil WF dan sambungannya. Metode analisa yang digunakan adalah metode LRFD yang dilakukan dengan bantuan program SAP 2000 v20 menganalisa konstruksi atap tersebut dan menggunakan bantuan program Idea StatiCa dalam menghitung sambungannya. Berdasarkan hasil yang diperoleh, kuda-kuda yang menggunakan profil WF 200.100.5,5.8 ini mampu menahan gaya-gaya yang bekerja pada struktur kuda -kuda tersebut, serta sambungan mencukupi untuk menahan gaya–gaya yang terjadi Kata kunci: Metode LRFD, profil WF, kuda-kuda atap.
Analisis Kuat Tekan Beton dengan Bahan Tambah Gula Pasir Gali Pribadi; Lydia Darmiyanti; Martinus Martinus
Jurnal Pendidikan Tambusai Vol. 7 No. 2 (2023): Agustus 2023
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai, Riau, Indonesia

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Abstract

Penggunaan material beton di dunia konstruksi semakin beragam, baik bentuk maupun secara mutunya. Ada tipe pekerjaan struktur beton yang membutuhkan waktu pengerasan yang dipercepat, dan ada beberapa pekerjaan yang membutuhkan waktu diperlambat. Apabila jarak batching plant ke lokasi proyek cukup jauh dan terjadinya kemacetan di jalan, sehingga membutuhkan waktu transportasi yang lebih lama, maka dibutuhkan bahan tambah pada campuran beton, untuk dapat memperlambat waktu setting beton tanpa harus mengurangi mutu beton itu sendiri. Dari dasar itulah diperlukan bahan tambah yang berfungsi sebagai memperlambat setting time beton (retarder). Umumnya bahan dasar yang mengandung gula dapat dipakai sebagai retarder. Gula pasir merupakan suatu bahan yang banyak tersedia dan mudah di dapat. Pada penelitian ini untuk mengetahui nilai slump, uji kuat tekan beton, dan uji setting time dari beton yang ditambahkan larutan gula pasir. Penelitian ini menggunakan metode studi eksperimental. Pada setiap campuran beton ditambahkan larutan gula pasir yang bervariasi mulai dari 0,25%, 0,5%, dan 2,5% dari berat air. Berdasarkan hasil penelitian, didapatkan bahwa beton dengan bahan tambah larutan gula pasir 0,25%, 0,5%, dan 2,5% membutuhkan waktu ikat lebih lama dibandingkan dengan beton normal. Disamping itu dari segi nilai kuat tekannya, beton dengan bahan tambah larutan gula pasir 0,25% menunjukkan nilai kuat tekan 22,99 MPa pada umur 28 hari naik sebesar 2,73% dari beton normal dan 0,5% menunjukkan nilai kuat tekan 22,55 MPa pada umur 28 hari naik sebesar 0,76% dari beton normal, sedangkan pada beton dengan bahan tambah larutan gula pasir 2,5% menunjukan hasil tidak mencapai nilai kuat tekan beton yang diisyaratkan.
ANALISIS ELEMEN VERTIKAL PADA STRUKTUR BANGUNAN GEDUNG HOTEL CHADSTONE CIKARANG JAWA BARAT Fidel Castro; Lydia Darmiyanti
TEKNOKRIS Vol 23 No 1 (2020): Jurnal Teknokris Edisi Juni
Publisher : Fakultas Teknik Unkris Jakarta

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Abstract

Seiring dengan semakin padatnya kota DKI Jakarta, maka pertumbuhan dibidang pembangunan juga semakin bertambah untuk daerah sekitarnya. Hal ini terbukti dengan semakin gencarnya pembangunan infrastruktur maupun gedung-gedung bertingkat yang ada di kota Bekasi. Oleh sebab itu, maka pembangunan gedung-gedung bertingkat yang ada harus direncanakan dengan baik sesuai dengan peraturan yang berlaku. Berdasarkan SNI 1726–2019, Kota Bekasi termasuk kedalam wilayah gempa 2 yang merupakan daerah dengan potensi gempa yang cukup rendah, akan tetapi pengaruh gempa tetap harus diperhitungkan dalam suatu perencanaan konstruksi. Oleh karena itu dalam Tugas Akhir ini, penulis akan menganalisa struktur gedung beton bertulang di Kota Bekasi sesuai dengan peraturan gempa SNI 1726–2019 dan juga peraturan beton SNI 2847-2019. Bangunan yang ditinjau adalah hotel Chadstone berlantai 5 dengan konstruksi beton bertulang di Cikarang-Bekasi dengan kondisi tanah sedang. Dalam analisis, sistem pembebanan yang dikenakan pada gedung meliputi beban mati, beban hidup dan beban gempa. Analsis dilakukan dengan bantuan program komputer ETABS V.16.2.1. Hasil akhir berupa besarnya nilai gaya geser pada kolom akibat gaya gempa, persentase tulangan kolom akibat gaya geser yang terjadi, nilai displacement yang terjadi pada kolom akibat gaya gempa dan terjadi torsi atau tidaknya pada kolom struktur bangunan tersebut.
ANALISIS TEBAL PERKERASAN LENTUR PADA APRON PANGKALAN UDARA SAUMLAKI DI TANIMBAR MALUKU Muhammad Fahmi Tri Susilo; Achmad Pahrul Rodji; Lydia Darmiyanti
Jurnal Sipil Krisna Vol 8 No 1 (2022): JURNAL SIPILKRISNA
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v8i1.154

Abstract

Currently, Maluku Province is one of the provinces in Indonesia that is experiencing significantdevelopment. This condition affects the number of use of commercial aviation services that will enter and leaveour area both now and in the future. The air base is one of the air bases in the Tanimbar Islands, Maluku Provincewhich currently serves domestic flights. This air base uses a single runway which is the simplest configurationwith a capacity of 7-12 movements per day in VFR (Visual Flight Rules) conditions and 7-10 movements per dayin IFR (Instrument Flight Rules) conditions. The analysis of the flexible pavement thickness of the apron at theSaumlaki Air Base aims to determine the thickness of the pavement layer at the Air Base. The planning methodused is the FAA (Federal Aviation Administration) method. The first step that needs to be considered is the CBR(California Bearing Ratio) value of the subgrade, the determination of the modulus of subgrade value, theselection of the plan plane, the MTOW of the aircraft, the load of one aircraft wheel (W2), corrected departure(R2), the load of one wheel of the aircraft plan (W1 ) and equivalent annual deparatures of the planned aircraft(R1). This pavement thickness analysis uses Boeing 737-900ER and C-130 plan aircraft. Based on the dataobtained, then the plan plane MTOW value, the modulus of subgrade and R1 values are plotted on the FAA curveso that the pavement thickness is obtained, the results of this study indicate that for the plan aircraft Boeing 737-900ER and C-130 required 9.22 cm thick surface coarse and 100 cm base coarse layer with a total pavementthickness of 109.22 cm. The results with this comparison COMFAA application required a surface coarsepavement thickness of 8.4 cm and a base coarse layer of 100 cm with a total pavement thickness of 108.
ANALISIS PENINGKATAN TEBAL PERKERASAN RUNWAY DI LANUD RADEN SADJAD RANAI KABUPATEN NATUNA Budi Setiawan; Sahat Martua Sihombing; Lydia Darmiyanti
Jurnal Sipil Krisna Vol 8 No 1 (2022): JURNAL SIPILKRISNA
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v8i1.156

Abstract

The Riau Islands Province is currently one of the provinces in Indonesia which is experiencing significantdevelopment, especially in the tourism sector. This condition affects the number of use of commercial aviationservices that will enter and leave our area both now and in the future. Raden Sadjad Ranai Lanud, Natuna Regency isthe gateway to Natuna Island and is the main airport which currently serves international standard domestic flights.The airport uses a single runway which is the simplest configuration. Analysis of the flexible pavement thickness ofthe runway at Raden Sadjad Ranai Air Force Base in Natuna Regency aims to determine the thickness of the flexiblepavement layer of the runway at the airport. The planning method used is the FAA (Federal Aviation Administration)method. The first step that needs to be considered is the CBR (California Bearing Ratio) value of the subgrade, thedetermination of the modulus of subgrade value, the selection of the plan plane, the MTOW of the aircraft, the loadof one aircraft wheel (W2), corrected departure (R2), the load of one wheel of the aircraft plan (W1 ) and theequivalent annual deparature of the planned aircraft (R1). This pavement thickness analysis uses the plan C-130Hercules and Boeing 737-500 aircraft. Based on the data obtained, then the plan aircraft MTOW value, thesubgrade classification value according to the FAA is plotted on the FAA flexible pavement thickness evaluationcurve so that the pavement thickness is obtained, the results of this study indicate that for plan aircraft C-130Hercules and Boeing 737-500 required surface coarse thickness 21.59 cm by 41.91 cm coarse subbase layer. Theresults with this comparison COMFAA application required a surface coarse pavement thickness of 20 cm with 30cm of base coarse layer and 12.24 cm of subbase layer
ANALISIS KUAT TEKAN BETON MENGGUNAKAN LIMBAH KERAMIK SEBAGAI PENGGANTI SEBAGIAN AGREGAT KASAR Lydia Darmiyanti; Indriasari; Samrah Hawati Tambunan
Jurnal Sipil Krisna Vol 8 No 1 (2022): JURNAL SIPILKRISNA
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v8i1.157

Abstract

n construction work, it is often found that unused building materials / materials are disposed of as waste.If the waste is disposed of carelessly, it can cause new problems in the environment. Ceramic shard waste is anexample of a ceramic factory or building construction work. If you can process it creatively, it will produce amore useful product. The purpose of this study was to analyze the comparison of the results of the compressivestrength of concrete in normal concrete and concrete using ceramic waste. The author conducted this researchby comparing the results of the Slump Test and the results of the compressive strength of normal quality fc 25concrete with fc 25 concrete which has been added with ceramic waste as much as 20% and 40%. The test objectused in this study is a cylinder with a size of Ø15 cm x 30 cm, for each experiment as many as 6 specimens, witha compressive strength test carried out at the age of 7,14,28 days after first curring. From the results of this study,the slump value of fc 25 Normal Concrete and fc 25 Concrete with added ceramic waste material meets thestandard of slump target 7.5 cm to 15 cm, for plates, beams, columns and walls according to SNI 03-2834- 1992),and from the results of the compressive strength of fc 25 concrete with the use of ceramic waste by 20%, thecompressive strength of concrete is 21.36 MPa and the use of ceramic waste is 40%, the compressive strength ofconcrete is 17.68 MPa which is smaller than the compressive strength. Normal concrete fc 25 is 27.19 Mpa. Fromthe results of the concrete compressive strength, it can be seen that there is a decrease in the compressive strengthof the concrete due to an increase in the percentage of ceramic waste. So that it can be concluded that the use ofceramic shard waste composition is not recommended for building construction structures
ANALISIS STRUKTUR BANGUNAN TERHADAP ELEMEN HORIZONTAL PADA GEDUNG PENYIMPANAN KPK JAKARTA Sahat Martua Sihombing; Gita Puspa Artiani; Lydia Darmiyanti
Jurnal Sipil Krisna Vol 8 No 2 (2022): JURNAL SIPILKRISNA
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v8i2.163

Abstract

A storage building is a structure that has specified requirements for usage as a container or location anda high load value. As a result, it is crucial to check or examine the building's structure. There are two separateparts to the building structure, one of which is horizontal. Elements that bear loads working transversely andtransfer the load to a supporting column are known as horizontal elements, sometimes known as bending elements.It is crucial to assess the safety of horizontal elements like beams and slabs since they serve as the floor's bondingand reinforcing frames in superstructures. This final project attempts to assess the shear forces and momentsapplied to the floor slabs and beams, the reinforcement ratio applied to the beams, and the beam deflections thatresult. The presentation in this study makes use of ETABS v.17.0.1 software and secondary data. The 3rd floorhas the largest shear force in the X direction with a value of 59.3292 kN and the largest moment in the X directionwith a value of 128.9298 kN-m, while the 3rd floor has the largest shear force in the Y direction with a value of47.1916 kN and the largest moment in the Y direction with a value of 92.7026 kN-m. According to the result ofETABS v.17.0.1, the beam reinforcement ratio is 0.82 percent, and the maximum deflection permit limit formulauses SNI 2847:2019 to get the permitted deflection value of 25 mm.
ANALISIS PENGARUH HAMBATAN SAMPING TERHADAP KINERJA KAPASITAS LALU LINTAS PADA JALAN IR. H. JUANDA BEKASI TIMUR Sukadi; Sahat Martua Sihombing; Lydia Darmiyanti
Jurnal Sipil Krisna Vol 8 No 2 (2022): JURNAL SIPILKRISNA
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v8i2.166

Abstract

Road is a land transportation infrastructure that plays an important role in the land transportation sector, withvery rapid economic growth, there is a surge in road traffic users, while the capacity and performance of roadsthat accommodate the flow of vehicles is not comparable to the surge. The growth of small businesses along theroad makes traffic performance decrease, road side constraints have a very large role on road performance andcapacity. Pedestrians, people crossing, entering and exiting vehicles, vehicles slowing down and also vehiclesstop on the side of the road. Jalan Ir. H. Juanda Bekasi has become the research location, because this road sideactivity is relatively high, causing delays in vehicle speed or traffic jams. The number of access roads in and outof housing is also one factor other than those mentioned above. This research was conducted for 7 (seven days),starting on Monday, November 26, 2018 until December 2, 2018. Retrieval of data through direct observation onthe research object, for traffic volume, vehicle speed and side obstacle data are divided per 15 minutes . Dataanalysis was then performed namely traffic volume, speed, density and road capacity using the Indonesian roadcapacity manual (MKJI) 1997. From the results of the study, obtained a value of capacity without side obstaclesof 1520 Smp/hour, and with side obstacles of 1458 smp/hours, then obviously the service capacity of the road hasdecreased, (DS) by 1.39 from the highest daily yield, and calculated (DS) for the next five years by 2.19 Thisshows that the road side barriers on Ir. H. Juanda Bekasi is very high and very influential on the performance oftraffic capacity.
Co-Authors Achmad Pahrul Rodji Ali Khumaidi Asaddulah Mumtaz Budi Setiawan Fidel Castro Gali Pribadi Gita Puspa Artiani Indriasari Martinus Martinus Muhammad Arief Aldianto Muhammad Fahmi Tri Susilo Sahat Martua Sihombing Samrah Hawati Tambunan Sukadi Tuntun Rahayu Yonas Prima Arga Rumbyarso