Article Per Year (5 Year)
p-Index From 2021 - 2026
2.419
P-Index
This Author published in this journals
All Journal Jurnal Konstruksi Teras Jurnal SIKLUS: Jurnal Teknik Sipil Jurnal PkM MIFTEK Jurnal Konstruksi Jurnal Teknik Sipil
Yogaswara, Dendi
Unknown Affiliation
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Engineering Environmental Science Languange, Linguistic, Communication & Media Social Sciences Transportation Other

Published : 17 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 17 Documents
Search

 1   2 
PENGEMBANGAN UMKM MELALUI PENINGKATAN PENGETAHUAN MASYARAKAT TERHADAP PROSES DIGITAL MARKETING Yogaswara, Dendi; Asidqi, Ayu Aliyah; Faza, Zhilan Muhammad; Muhamad, Yusup; Amanah, Mala Hasanatul; Sulaeman, Ade Saep; Soleh, Soleh; Syauqi, Naufal Azhar; Khoirotunnisa, Siti Luthfiah; Rahman, Muhamad Ridwan; Aripin, Muhamad; Maulana, Rif’at; Bunga, Silvia; Kamila, Hazna Tiara; Alwi, Muhamad; Firmasyah, Denny; Khautsar, Ferdinand Al; Fauzi, M Ripki; Rohman, Fauza; Alawiyah, Siti Rahmah
Jurnal PkM MIFTEK Vol 5 No 1 (2024): Jurnal PkM MIFTEK
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/miftek/v.5-1.1479

Abstract

Mayoritas pelaku UMKM di Desa Panembong sebagian besar berpendidikan SD dan SMP sehingga dapat dikategorikan berpendidikan rendah. Hal ini berdampak terhadap peningkatan kapasitas produksi dan pemasaran. Permasalahan yang utama dalam pengetahuan pemasaran dimulai dari pelaku UMKM terutama rajut dan rengginang yang hanya memasarkan produk tanpa dukungan iklan baik itu secara tradisional maupun digital. Program workshop pelatihan pemasaran digital mengenai peningkatan pemasaran UMKM ini bertujuan untuk meningkatkan kapasitas pelaku UMKM dalam memasarkan produk dan meningkatkan kualitas pengetahuan tentang pemasaran. Metodologi yang digunakan adalah metodologi Integrasi Relawan TIK, dimana dalam metode pelaksanaannya menggunakan metode offline. Hasil yang dicapai yaitu dengan meningkatnya pengetahuan pelaku UMKM dalam pemasaran produk sehingga membantu peningkatan kapasitas pemasaran UMKM rajut dan rengginang.
Studi Efektivitas Penambahan Cangkang Kemiri dan Superlasticizer pada Sifat Mekanik Beton Dahlan, Ayi; Yogaswara, Dendi; Febrijanto, Rudy
Jurnal Konstruksi Vol 21 No 2 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1415

Abstract

Candlenut shells are hard and light, so there is potential to obtain a lighter weight concrete structure but of greater quality by partially replacing it or adding coarse aggregate with candlenut shells. In this research, candlenut shells were used as a substitute for coarse aggregate in the concrete mixture. The aim of this research is to determine the mechanical properties (compressive strength, split tensile strength and deflection strength) of concrete with the addition of candlenut shells and superplasticizer. The method used in this research is a quantitative method. The amount of candlenut shell material used is a substitution for the volume of coarse aggregate of 15%, 30% and 45%. There were two types of samples made in this research, including cylindrical samples with a diameter of 15 cm, height 30 cm, and blocks with dimensions of 10 cm x 15 cm x 60 cm. These samples were made for testing the compressive strength of concrete, splitting tensile strength of concrete and deflection strength of concrete. Concrete with the substitute material for candlenut shells is expected to achieve the planned compressive strength target of 20 MPa. Based on the test results for compressive strength, split tensile strength and concrete deflection strength, the average value for each variation was obtained. Mixture 1 (0%) has an average compressive strength value of 25.68 MPa, an average split tensile strength of 2.11 MPa, deflection strength of 2.85 MPa. Mixture 2 (15%) has a compressive strength of 20.28 MPa, split tensile strength of 1.55 MPa, deflection strength of 1.49 MPa. Mixture 3 (30%) has a compressive strength value of 16.64 MPa, split tensile strength 1.41 MPa, deflection strength 1.24 MPa and for Mixture 4 (45%) the compressive strength value is 12.96 MPa, split tensile strength 1.25 MPa, deflection strength 1.00 MPa.
Analisa Stabilitas Lereng Dengan Dinding Penahan Tanah: Studi Kasus: Desa Ciherang Kecamatan Nagreg Yogaswara, Dendi; Komarudin, Agus Deni
Jurnal Konstruksi Vol 22 No 1 (2024): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.22-1.1536

Abstract

Landslides are a disaster that often occurs in Ciherang Village. The high intensity of rainfall causes unstable slopes resulting in landslides in the Bandung-Garut highway area, Ciherang Village, Nagreg District, Bandung Regency. This area is a mountainous area which has medium to high potential for ground movement to occur. The aim of this research is to determine the stability of slopes using retaining wall reinforcement. Building a retaining wall in the Ciherang village area. One of its functions is to stabilize the land area around the road shoulder so that landslides or land subsidence do not occur due to natural factors (rain or flood) or the pressure factors of the loads acting on it. The method used is a quantitative descriptive method. Descriptive approach with observational data collection techniques in the field for measuring, observing and taking soil samples. A retaining wall is a structure built to support the surface of a slope. Permanent walls are used to withstand lateral pressure from unstable soil due to soil erosion or topographic conditions to overcome soil erosion problems and reduce the risk of road damage. Calculation of soil stress using the Rankine method and stability against failure of soil bearing capacity based on the Terzaghi equation based on characteristic parameters (c and Ø). The results of the calculation of the cantilever type retaining wall using soil data from laboratory tests with a retaining wall height of 8 m, base width (L) of 4.80 m, obtained a safety factor against overturning force of 3.2 and a safety factor for shear force of 1.73 . Both safety factors meet the minimum requirement of 1.20.
Pengaruh Penambahan Limbah Beton K-175 sampai K-225 pada Tanah Pasir Terhadap CBR Zhafirah, Athaya; Hidayah, Auliya Nurul; Yogaswara, Dendi
Siklus : Jurnal Teknik Sipil Vol. 10 No. 1 (2024): Siklus: Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v10i1.12125

Abstract

Limbah beton dihasilkan dari proses pembongkaran suatu konstruksi. Sejauh ini, limbah beton hanya dibuang begitu saja atau ditimbun yang dalam jangka panjang akan berdampak buruk pada lingkungan. Maka dari itu, diperlukan usaha daur ulang limbah beton salah satunya dijadikan bahan tambah pada tanah dengan tujuan untuk meningkatkan daya dukung tanah. Penelitian ini memiliki tujuan untuk mengidentifikasi daya dukung tanah dari nilai CBR setelah distabilisasi menggunakan limbah beton. Metode yang dilakukan yaitu kuantitatif eksperimental laboratorium. Variasi campuran limbah beton yang digunakan 10%, 15%, dan 25%. Hasil yang didapatkan dari penelitian ini untuk CBR tanah asli; tanah dengan 10% limbah beton; tanah dengan 15% limbah beton; dan tanah dengan 25% limbah beton berturut-turut 5,781%; 14,314%; 15,027% dan 31,169%. Berdasarkan hasil penelitian, semakin banyak penambahan limbah beton pada tanah maka semakin meningkatkan CBR. Hal tersebut dikarenakan limbah beton mengisi rongga tanah dan meningkatkan daya lekat tanah.
Analisa Stabilitas Lereng Dengan Dinding Penahan Tanah: Studi Kasus: Desa Ciherang Kecamatan Nagreg Yogaswara, Dendi; Komarudin, Agus Deni
Jurnal Konstruksi Vol 22 No 1 (2024): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.22-1.1536

Abstract

Landslides are a disaster that often occurs in Ciherang Village. The high intensity of rainfall causes unstable slopes resulting in landslides in the Bandung-Garut highway area, Ciherang Village, Nagreg District, Bandung Regency. This area is a mountainous area which has medium to high potential for ground movement to occur. The aim of this research is to determine the stability of slopes using retaining wall reinforcement. Building a retaining wall in the Ciherang village area. One of its functions is to stabilize the land area around the road shoulder so that landslides or land subsidence do not occur due to natural factors (rain or flood) or the pressure factors of the loads acting on it. The method used is a quantitative descriptive method. Descriptive approach with observational data collection techniques in the field for measuring, observing and taking soil samples. A retaining wall is a structure built to support the surface of a slope. Permanent walls are used to withstand lateral pressure from unstable soil due to soil erosion or topographic conditions to overcome soil erosion problems and reduce the risk of road damage. Calculation of soil stress using the Rankine method and stability against failure of soil bearing capacity based on the Terzaghi equation based on characteristic parameters (c and Ø). The results of the calculation of the cantilever type retaining wall using soil data from laboratory tests with a retaining wall height of 8 m, base width (L) of 4.80 m, obtained a safety factor against overturning force of 3.2 and a safety factor for shear force of 1.73 . Both safety factors meet the minimum requirement of 1.20.
Analisis Pengendalian Mutu Fondasi Tiang Bor Berdasarkan Uji PDA dan Uji PIT Yogaswara, Dendi; Riyantini, Ranti
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.7345

Abstract

The bored pile foundation is an important structural element, which requires proper quality control, as it is constructed by casting on-site, so it is strongly influenced by soil conditions and the method of implementation. This research focuses on quality control in bored pile construction. The calculations using N-SPT data from Reese and Wright (1977) show that bored piles can hold 563.76 tonnes of weight at point BP103; 494.94 tonnes at point BP17; and 466.98 tonnes at point BH94. Using the Reese & O'Neil (1989) approach, the axial bearing capacity was 697.50 tonnes for point BH103; 738.53 tonnes for point BP17; and 497.34 tonnes for point BP94. This study also calculated the lateral resistance value using the Broms method, with a value of 56.58 tonnes depending on the stiffness of the pile. We also calculated the deformation analysis of the pile under load using the Vesic method, yielding a value of 0.020 m for a single bored pile, with a permissible settlement of 0.1 m. We used the dry drilling method to carry out the bored pile foundation work. Based on the PDA field test, the bearing capacity values for the piles are 863 tonnes, 880 tonnes, and 925 tonnes. The PDA test results indicate that the integrity of the bored piles in the field remains intact, indicating that the construction site's implementation aligns with the prepared plan.
Studi Efektivitas Penambahan Cangkang Kemiri dan Superlasticizer pada Sifat Mekanik Beton Dahlan, Ayi; Yogaswara, Dendi; Febrijanto, Rudy
Jurnal Konstruksi Vol 21 No 2 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1415

Abstract

Candlenut shells are hard and light, so there is potential to obtain a lighter weight concrete structure but of greater quality by partially replacing it or adding coarse aggregate with candlenut shells. In this research, candlenut shells were used as a substitute for coarse aggregate in the concrete mixture. The aim of this research is to determine the mechanical properties (compressive strength, split tensile strength and deflection strength) of concrete with the addition of candlenut shells and superplasticizer. The method used in this research is a quantitative method. The amount of candlenut shell material used is a substitution for the volume of coarse aggregate of 15%, 30% and 45%. There were two types of samples made in this research, including cylindrical samples with a diameter of 15 cm, height 30 cm, and blocks with dimensions of 10 cm x 15 cm x 60 cm. These samples were made for testing the compressive strength of concrete, splitting tensile strength of concrete and deflection strength of concrete. Concrete with the substitute material for candlenut shells is expected to achieve the planned compressive strength target of 20 MPa. Based on the test results for compressive strength, split tensile strength and concrete deflection strength, the average value for each variation was obtained. Mixture 1 (0%) has an average compressive strength value of 25.68 MPa, an average split tensile strength of 2.11 MPa, deflection strength of 2.85 MPa. Mixture 2 (15%) has a compressive strength of 20.28 MPa, split tensile strength of 1.55 MPa, deflection strength of 1.49 MPa. Mixture 3 (30%) has a compressive strength value of 16.64 MPa, split tensile strength 1.41 MPa, deflection strength 1.24 MPa and for Mixture 4 (45%) the compressive strength value is 12.96 MPa, split tensile strength 1.25 MPa, deflection strength 1.00 MPa.
Pengaruh Abu Ampas Aren Terhadap Kuat Tekan Sebagai Bahan Tambah Semen Pada Beton Normal Gunawan, Latif; Yogaswara, Dendi; Purnamasari, Ismi
Jurnal Konstruksi Vol 23 No 1 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-1.1810

Abstract

Concrete is a material that has been widely used to build various types of buildings. To produce concrete that meets the requirements, research and quality of the mixed materials used are needed. Additional materials for concrete are a mixture of basic materials such as water, cement, fine aggregate, and coarse aggregate, and ash. In previous studies, the silica content of onggok starch ash or aren pulp ash was 27.89%. This study aims to determine the compressive strength value of concrete with the addition of aren pulp ash to the weight of cement at the age of 28 days. This study was conducted in the laboratory using a quantitative method with data taken based on the results of research in the laboratory. Arenga pulp ash was added as an additional cement material at levels of 2.5%, 5%, and 7.5% to the compressive strength of concrete. The results of this study for the planned Bet-on met the requirements of 20 MPa with a compressive strength of 21.81 MPa; a mixture variation of 2.5% was 16.37 MPa, 5% was 15.66 MPa, and 7.5% was 15.56 MPa. Based on the results of the concrete compressive strength test with the addition of palm waste ash to the concrete mixture, there was a decrease in the compressive strength of the concrete, so the addition of palm waste ash cannot be used for the concrete mixture because it causes a decrease in the compressive strength of the concrete.
Pengaruh Bahan Kimia Tawas terhadap Nilai CBR Serta Penurunan Tanah Berdasarkan Pengujian Konsolidasi pada Tanah Lempung Yogaswara, Dendi; Fatimah, Dini Destiani Siti; Rahayu, Ayu Sri
Jurnal Konstruksi Vol 23 No 1 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-1.1867

Abstract

This study was conducted precisely in Lebakjaya Village, Karangpawitan District, an area that will be traversed by the construction of the Gedebage-Tasikmalaya-Cilacap (Getaci) toll road. The soil in this location exhibits clay characteristics with a Plasticity Index (PI) value of 21.13%. The research aims to determine significant changes in CBR and consolidation values obtained from various mixture compositions.The methodology employed in this study was experimental, involving a series of laboratory tests for observation. These tests included physical soil property testing, CBR testing, and consolidation testing, all conducted to evaluate changes in soil bearing capacity and settlement behavior.The results showed that, according to the AASHTO classification system, the soil falls under group A6, indicating a clayey soil type with a high plasticity index. The CBR test demonstrated an optimum improvement at a 5% mixture variation, yielding a CBR value of 10.37%. Meanwhile, consolidation testing revealed that mixture variations of 5%, 10%, and 15% reduced the consolidation settlement (Sc), while the coefficient of consolidation (Cv) increased at 5% and 10% variations.These findings suggest that the use of aluminum sulfate (alum) as an additive is feasible. However, the selected mixture percentage must carefully consider the moisture content, as this significantly influences the chemical reaction between water and aluminum sulfate.
Pemanfaatan Limbah Bulu Domba Garut Terhadap Kuat Tekan dan Kuat Tarik Beton Mubarok, Encep Ahmad Husni; Yogaswara, Dendi; Nugraha, Mochammad Suva
Jurnal Konstruksi Vol 23 No 1 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-1.1895

Abstract

Garut fleece waste has fibers with a raw yarn breaking value of 1.76 newtons and a length of 2-5 cm. The increasing number of sheep farms produces a lot of fleece waste, but the handling is minimal, even though fleece is difficult to decompose by bacteria and pollutes the environment. The coarse characteristics of Garut sheep fleece make it underutilized as wool material. This study aims to determine the effect of Garut fleece waste mixture on the compressive strength and tensile strength of concrete at the age of 28 days with a mixture variation of 0%, 1%, and 3%. The results of the normal concrete compressive strength test were 22.33 MPa, while with 1% and 3% mixtures were 9.03 MPa and 5.90 MPa, respectively. The split tensile strength of normal concrete was 1.46 MPa, and with 1% and 3% admixture was 1.23 MPa and 1.19 MPa respectively. The test results show a decrease in the compressive and tensile strength of concrete with the addition of Garut fleece waste.
Co-Authors Aini, Nikky Nur Alawiyah, Siti Rahmah Alfiansyah, Fiqri Amanah, Mala Hasanatul Aripin, Muhamad Asidqi, Ayu Aliyah Aziiz, Muhamad Raafi Abdul Aziz, Zulfiqor Abdul Bunga, Silvia Chaerunisa, Adinda Dahlan, Ayi Dini Destiani Siti Fatimah Erdiana, Yusup Fikria Fahreji, Ilham Ahmad Faris, Miftah Nur Fathir, Mirza Faturrahman, Niki Faujiah, Aeni Fauzi, M Ripki Faza, Zhilan Muhammad Febrijanto, Rudy Firmasyah, Denny Furqon, Ihsan Muhamad Gilang, Gilang Gumilar, Febri Gumilar, Gugum Rahmat Gunawan, Latif Hamidah, Ucu Siti Hapianti, Nur Hidayah, Auliya Nurul Ilmayasa, Muhammad Qalam Jami, Hikmatu Kamila, Hazna Tiara Kamila, Reisya Karsa, Diarica Khautsar, Ferdinand Al Khoer, Miftahul Khoirotunnisa, Siti Luthfiah Komarudin, Agus Deni Ladzuardy, Haikal Aghna Lestari, Putri Zakiyah Maulana, Rif’at Mubarok, Encep Ahmad Husni Muhamad Alwi Muhamad Ramdan, Muhamad Muhamad, Yusup Muhammad Miftah, Muhammad Muliawan, Restu Andrean Mulyana, Jaya Muspiana, Ana Nugeraha, Reksya Adi Nugraha, Mochammad Suva Nuraeni, Noni Nurbaeti, Ananda Bestin Nurhakim, Arby Agnia Nurlianda, Yusmi Liza Prawira, Putra Pratama Purnamasari, Ismi Putra, Aditia Pratama Rahayu, Asri Nurjati Rahayu, Ayu Sri Rahman, Muhamad Ridwan Ramadhana, Alfin Ramdani, Hadi Sa’ban Riyana, Henda Riyantini, Ranti Riyanto, Rival Rohman, Fauza Sanusi, Aini Fauzyah Putu Sholeh, Fauzan Muhammad Siswanti Siswanti Soleh, Soleh Sulaeman, Ade Saep Sulwan Permana Syauqi, Naufal Azhar Taofik, Fahmi Moh. Trisandi, Titan Afrial Tulloh, Wildan Hidayat