Article Per Year (5 Year)
p-Index From 2021 - 2026
2.986
P-Index
This Author published in this journals
All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Publikasi Riset Orientasi Teknik Sipil (Proteksi) Narotama Jurnal Teknik Sipil Jurnal Abdiraja
Dwi Deshariyanto
Dosen Program Studi Teknik Sipil, Universitas Wiraraja
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Dentistry Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Nursing Public Health Social Sciences Transportation Other

Published : 37 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 37 Documents
Search

 1   2   3   4 
PEMETAAN RUTE WISATA RELIGI KABUPATEN SUMENEP Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3702

Abstract

Religious tourism especially in the mainland Sumenep district consists of Jami‘ Mosque, Asta Tinggi, Asta Jokotole, Asta Katandur, Asta Gumo’, Asta Yusuf, Asta K. Faqih and Asta Buju' Panaongan. Mapping of religious tourism has not been mapped in detail especially the route, distance and travel time from the city centre to the location of religious tourism in the Sumenep district. The purpose of this study is to determine the route, calculate the distance and travel time of religious tourism from the city centre to religious tourism and between religious tourism in the Sumenep district. The nearest religious tourism from the city centre is Jami‘ Mosque by 650 meters and the farthest religious tourism distance from the city centre is Asta Buju’ Panaongan by 31,100 meters, while the fastest travel time from the city centre is Jami‘ Mosque by 3 minutes and the longest travel time from the city centre is Asta Buju’ Panaongan by 44 minutes. The closest path between religious tourism Jami‘ Mosque to Asta high with a distance of 2,700 metres and the furthest religious tourism path between religious tourism Asta Yusuf to Asta Buju’ Panaongan with a distance of 43,825 metres. The fastest travel time from Jami‘ Mosque to Asta tinggi is 8 minutes and the longest travel time from Asta Yusuf to Asta Buju’ Panaongan with a travel time of 77 minutes.
Penggunaan Campuran Serbuk Kerang Lokal Sebagai Pengganti Sebagian Semen Pada Pembuatan Beton Fansuri, Subaidillah; Diana, Anita Intan Nura; Deshariyanto, Dwi
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 2 No 1 (2020)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v2n1.p15-20

Abstract

Pembangunan menggunakan kontruksi beton memiliki banyak keunggulan dibandingkan material struktur lainnya. Sebagai alternatif untuk memanfaatkan limbah di sekitar lingkungan, maka diperlukan penelitian campuran beton menggunakan material lain. Dalam penelitian ini digunakan kulit kerang, sebagai bahan baku utama dalam pembuatan beton, dengan variasi kulit kerang 10% dan 20%. Penelitian ini dilakukan di laboraturim Fakultas Teknik Universitas Wiraraja Sumenep. Ekperimen pada penelitian ini dilakukan dengan cara membandingkan beton normal fc = 25 Mpa sebagai kontrol, Benda uji tersebut diuji dengan pengujian kuat tekan. Dalam penelitian ini sampel yang akan diuji untuk kuat tekan sebanyak 5 sampel dari setiap masing-masing variasi campuran. penelitian ini menggunakan analisis frekuensi (Distribusi Frekuensi). Dari hasil penelitian yang dieksperimenkan diharapkan mengetahui pengaruh serbuk kulit kerang sebagai pengganti semen terhadap kuat tekan beton. Hasil penelitian menunjukkan beton yang menggunakan penambahan serbuk kulit kerang sebagai pengganti semen mengalami penurunan kuat tekan. Beton normal tanpa penambahan serbuk kulit kerang memiliki kuat tekan karakteristik 20,63 Mpa. Beton dengan serbuk kulit kerang 10% sebagai pengganti semen tersebut memiliki kuat tekan karakteristik sebesar 14,67 Mpa. Beton dengan serbuk kulit kerang 20% sebagai pengganti semen memiliki kuat tekan karakteristik sebesar 13,69 Mpa.
Pengaruh Penggunaan Serbuk Kulit Cangkang Telur Sebagai Subsitusi Parsial Semen Terhadap Kuat Tekan Beton Ashariyanto, Yudi; Diana, Anita Intan Nura; Deshariyanto, Dwi
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 4 No 2 (2022): Vol. 4 No. 2 (2022)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v4n2.p114-119

Abstract

Concrete is a construction material that is the result of a combination of cement, coarse aggregate, fine aggregate, and water mixed together. The work of making concrete can be added an additional material for the benefit of construction work. In this study, 12 test objects (BU) were made using a mold in the form of a cylindrical diameter of 15 cm and a height of 30 cm. The tests carried out were in the form of testing the compressive strength of concrete at the age of 20 days, data analysis, simple linear regression analysis and hypothesis testing f, t test, significance test. The results showed that the variation of eggshell powder, the percentages of 0%, 5% and 10%, increased with an average value of the compressive strength of concrete by and while the variation of 20% experienced a decrease in the simple regression equation Y = 14210.600 + (- 2,957) from In the equation, the variable (X) is the higher the variation of eggshell powder, the (Y) will decrease the compressive strength obtained.
Komparasi Model Struktur dengan Dua Metode (Matriks dengan Cross) Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4148

Abstract

Analyzing the structure using different manual methods certainly has a different flow. The results of the calculation of the structural analysis of each manual method certainly have varying values. Where the analysis will compare the two manual methods, namely the matrix method and the cross method. Based on these differences, a comparative analysis is carried out between the manual method (matrix method) and other manual methods (the cross method) related to the calculation results obtained from each method. The object of study analyzed is the structural model. The analytical method used is the comparative analysis method. This analysis is focused on the comparison of the two methods, namely the matrix method and the cross method in relation to the calculation results of internal forces which will be compared the magnitude and difference as well as the level of the resulting magnitude. The results of the analysis show that the values ​​generated in the two structural analysis methods are not the same. The calculation of the difference between the results of the structural analysis of the two methods on each stem has a different difference value. Based on the frequency value, each internal force in the structural analysis has a different level of magnitude. In all structural models, there is a large difference and a small difference.
PEMANFAATAN BETON NON-PASIR SEBAGAI ALTERNATIF PERMEABLE PAVING BLOCK DENGAN MENGGUNAKAN AGREGAT KASAR LOKAL SUMENEP BERUPA KERIKIL BATU PECAH Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.4620

Abstract

Non-sand concrete or porous concrete is made by reducing the use of fine aggregates (sand). The high porosity of this concrete acts as a water absorption capacity that allows the concrete to absorb rainwater and water from other sources above it. Based on the existing problems, this study examines the compressive strength, water absorption capacity, ideal proportions, and application of paving blocks made from sandless concrete using local coarse aggregates. The objective of this research is to determine the compressive strength, water absorption capacity, ideal proportions, and application of paving blocks. This study uses a ratio of 1Pc:6 Ak, 1Pc:8 Ak, and 1Pc:10 Ak with a phase of 0.4, and this research method uses in-depth analysis techniques. The 1Pc:6Ak ratio has the highest average compressive strength of 6.3 Mpa. The 1Pc:6Ak ratio had an average water absorption of 26 ml/second. The ideal proportion of the three ratios studied is 1Pc : 6Ak with a compressive strength of 6.3 MPa and a water absorption capacity of 26 ml/second. A compressive strength of 6.3 MPa is classified as grade D with a water absorption capacity of 26–31.75 ml/second.
PEMANFAATAN LIMBAH KOTORAN HEWAN PADA CAMPURAN BETON DI TINJAU DARI KUAT TEKAN Fansuri, Subaidillah; Deshariyanto, Dwi; Zainah, Nor
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 1 (2026): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i1.5006

Abstract

Indonesia has a lot of animal waste; this animal waste causes air pollution and becomes a center for the spread of disease. Because cow dung has a silica content of 9.6% per kilogram, silica is the main ingredient in cement, so the study uses cow dung as an additional ingredient in making concrete which will be reviewed from the compressive strength with the proportion of cow dung additives of 0%, 5%, 10% and 15%. This study conducted a normal concrete experiment with a concrete quality of 20 Mpa which was given additional cow dung waste with variations of 0%, 5%, 10% and 15%. Using a cube-shaped test object measuring 15 x 15 x15 at the age of 5 days and will be tested using test objects, testing test objects such as slump testing, and compressive strength to obtain the quality of concrete from the research sample. This study was conducted to produce quality and economical concrete while preventing pollution caused by animal waste by utilizing the waste as an additional ingredient in concrete making. This study used cow dung ash as an additional material of 0%, 5%, 10%, and 15%. The results of this study obtained an average compressive strength of 14.592 MPa for the 0% variation, 14.370 MPa for the 5% variation, 10.22 MPa for the 10% variation, and 9.407 MPa for the 15% variation.
PENAMBAHAN ABU DAUN BAMBU SEBAGAI SUBSTITUSI MATERIAL SEMEN TERHADAP KINERJA BETON Anita Intan Nura Diana; Subaidillah Fansuri; Dwi Deshariyanto
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
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.9.2.1788.172-182

Abstract

Bamboo leaf ash has reactive properties that can react to hard and stiff materials. Based on research, through burning for 2 hours bamboo leaf ash has 75.9% silica. Based on the background, the purpose of this study is to determine the effect of bamboo ash as a mixture of cement on the performance of concrete. The method used in this research is the experimental method. Experiments were carried out on normal concrete with K 240 concrete quality which the variation of bamboo leaf ash is 0%, 3%, 5%, and 7% from the cement mixture and compressive strength test with a sample of 3 cube-shaped specimens measuring 15 x 15 x 15 cm at the age of 14 days. The data analysis technique used is linear regression using SPSS software. The results show the compressive strength value which is influenced by the variation of the mixture of bamboo leaf ash is Y = 13.871 + 0.419 X where x is the variation of the mixture and y is the compressive strength value of concrete. The value of t-test = 2.504 > t-table = 1.812 indicates a significant influence between the addition of variations in the mixture of bamboo leaf ash to compressive strength. The optimum variation was found in the proportion of bamboo ash mixture of 5% and 7%.
Co-Authors Ach. Desmantri Rahmanto Ach. Desmantri Rahmanto Ach. Tijani Anita Intan Nura Diana Anita Intan Nura Diana Aryo Wibisono Ashariyanto, Yudi Enza Resdiana Goesthi Kusuma Atmaja Adh Moh. Kurnia Akbar Mohammad Harun Subaidillah Fansuri Sutowijoyo, Hendro WULAN, DEWI SARI Yundari, Yundari Zainah, Nor Zakaria, Iis Zakaria