Journal of Advanced Civil and Environmental Engineering
Journal of Advanced Civil & Environmental Engineering invites and welcomes the submission of advanced research and review papers, innovations and developed selected conference papers that have never been previously publicized. This journal provides publications and a forum to the academics, scholars and advanced level students for exchanging significant information and productive ideas associated with all these disciplines. The relevant topics of the latest progressive findings or developments will be taken seriously into consideration, the topics covered by the journals include: Materials Structure and Structural Analysis Geotechnic Water resources/hydro Construction management Transportation Highway engineering Environmental science and engineering
Articles
95 Documents
<![CDATA[Strength and Weakness Characteristics of Using Polymer Based Alternative to Steel Mesh In Underground Coal Mine Strata ]]>
<![CDATA[Akash Talapatra]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 2, No 1 (2019): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.2.1.37-45
<![CDATA[Nowadays a viable development of polymer based material as an alternative to the steel mesh material has been increased at a notable amount for providing enough support in the underground roadways. This feasibility study done on the development of using polymer based alternative is related with both of the chemical & physical properties of the selected material. If the polymer alternative has a considerable amount of capability to tolerate all the physical & material constraints equal to or above the normal steel mesh, then the possibility of using polymeric alternatives have been increased at a greater extent. For this reinforcement test, an experiment practice would be done by comparing the mechanical properties of the steel mesh with the polymeric material such as modulus property, elongation-at-break, yield stress etc. After that, a suitable polymer based alternative will be applied for underground roadway support in upcoming days.]]>
<![CDATA[Liquefaction Analysis Based on Liquefaction Potential Index Method in Prambanan Temple Complex of Jogjakarta ]]>
<![CDATA[Lisa Fitriyana]]>;
<![CDATA[Bayu Prasetyo Afandi]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 3, No 2 (2020): October ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.3.2.66-72
<![CDATA[Prambanan Temple is a cultural heritage located in Jogjakarta. Tectonically, the Special Region of Jogjakarta and its surroundings are an area with a fairly high level of seismic activity in Indonesia. Geotechnically, the soil in Jogjakarta is sandy with similar gradation. The thickness of the sand ranges from -50 m to -60 m. Whereas, the ground water level is located at a depth of -12 m during dry season and in rainy season, it rises from -6 m to -4 m. The impact of soil types and the high Ground Water Level (GWL) allow it for liquidation to occur during an earthquake. This study was conducted using liquefaction analysis, through Liquefaction Potential Index (LPI) method with ground water level variations. Before analyzing the liquefaction using LPI method, Peak Ground Acceleration (PGA) methods were used, and analysis could then be done through Cyclic Resistance Ratio (CRR) and Cyclic Stress Ratio (CSR) to obtain safety factors and the Liquefaction Potential Index analysis was then conducted. To analyze this liquefaction, earthquake data from 2004 to 2019 and the results of the SPT field test at the Prambanan Temple were needed. From the liquefaction potential analysis through Liquefaction Potential Index (LPI), the results showed that in CSR Seed & Idriss (1971) and CRR Tokimatsu & Yoshimi (1983), GWL 1 m at depths from 4.5 m and above, the potential of liquefaction occurrence was high. The largest PGA value was obtained based on the Matsuchka (1980) method on May 26, 2006 which was 0.102.]]>
<![CDATA[Utilization of Oil Palm Empty Fruit Bunch in Cement Bricks ]]>
<![CDATA[Jen Hua Ling]]>;
<![CDATA[Yong Tat Lim]]>;
<![CDATA[Wen Kam Leong]]>;
<![CDATA[How Teck Sia]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.1.1-10
<![CDATA[Oil palm empty fruit bunch (EFB) is a biomass waste abundantly produced by the oil palm industry in Malaysia. To minimize the environmental impacts, it needs to be properly disposed of or being rapidly consumed as a raw material of another industry. This study investigated the feasibility of substituting EFB in cement bricks, which is in high demand by the construction industry. A total of 120 specimens having the cement-to-sand (c/s) ratios of 1:2.5 and 1:3 were produced in the laboratory. EFB fibre was used to replace 10% to 25% of sand in the mix by volume. The specimens were tested for the compressive strength, density and water absorption after 28 days of casting. For the mix of 1:2.5 c/s ratio, 25% EFB content reduced 22% of density, decreased 59% of compressive strength and increased 43% of water absorption capacity of normal cement brick. This was mainly attributed to the porous cellular structure of EFB fibre that created a large volume of voids in the mix. Based on the feasibility evaluation, EFB fibre can only replace up to 15% and 10% of sand in the mixes of 1:2.5 and 1:3 c/s ratios respectively.]]>
<![CDATA[Compilation of Spatial Models in Improving the Performance of Maintenance of Irrigation Area Networks in Purwodadi and Brati Districts, Grobogan ]]>
<![CDATA[Soedarsono S]]>;
<![CDATA[Selvia Agustina]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.1.35-43
<![CDATA[The Grobogan Regency Government, apart from constructing and maintaining weir buildings and dams that function to divide irrigation water, also continues to strive in developing the Secondary Irrigation Area Network. However, until now the handling of the construction and maintenance of the Irrigation Network carried out by the Department of Public Works and Spatial Planning of Grobogan Regency has not been able to be carried out optimally because there are several obstacles faced, including limited geographic / spatial-based data and information that is accurate as a tool for know the location of the Irrigation Network infrastructure and the supporting buildings for the Irrigation Network. The purpose of this research is to implement a Geographical Information System (GIS) application using the ArcGis program, to compile an information system in the form of a data base for the Irrigation Area network and to determine the priority for the maintenance of the Irrigation Area network using the following parameters: how much area is the Irrigation Area network irrigated, how long is the irrigation area canal damage and how much it costs to maintain the irrigation network The inventory data of the irrigation area network is obtained from the Irrigation and Raw Water sector of the PUPR Service of Grobogan Regency, this data is in the form of existing irrigation area network data, As-built Drawing images from the implementation results and photos of the location of the irrigation area network.]]>
<![CDATA[Location Analysis of City Public Transport Shelters in Commercial Corridors (Case Study: Jl. Dr. Wahidin, Pekalongan City) ]]>
<![CDATA[Ardiana Yuli Puspitasari]]>;
<![CDATA[Eko Arief Budiarto]]>;
<![CDATA[Rachmat Mudiyono]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.1.20-34
<![CDATA[Dr. Wahidin Street is one of the important corridors in Pekalongan City and passed by the city's public transportation. When viewed the arrangement of land use in the vicinity, this corridor is dominated by trade, services, housing, education, and office activities. This makes the potential for population attraction and movement using public transportation modes in this road corridor relatively large. However, along the corridor, currently, only 1 (one) shelter is available, and it is rarely used by passengers. The main reason is that the distance to the existing shelter is too far. Currently, passenger boarding and disembarking activities are still carried out in any place so that they often obstruct traffic flow and endanger passengers. The purpose of this study is to determine the number and location of shelters to accommodate the needs of passengers in the corridor of Dr. Wahidin Street, Pekalongan. The analysis method in this research is a quantitative analysis using the Set Covering Problem and analysis tools using ArcGis and Lingo 8.0 software. The results showed that the number of shelters needed was 4 (four) units with 2 locations each in the West of the road (Dr. Wahidin Shelter and in front of PPIP Wholesale Market) and 2 in the East of the road (around the Pandu Shop and the Honda Dealer).]]>
<![CDATA[The Relation Tensile Strength And Flexibility Of Bamboo For Soil Stabilization ]]>
<![CDATA[Khoiriya Latifah]]>;
<![CDATA[Joko Siswanto]]>;
<![CDATA[Bambang Supriyadi]]>;
<![CDATA[Carsoni C]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.1.11-19
<![CDATA[Bamboo is an abundant material and easily available in Indonesia. In addition to having high compressive strength and tensile strength as well as ease of obtaining and low prices, bamboo is a consideration and focus in developing in the world of construction today. In this study, bamboo is used for soil stabilization, where bamboo is used in the form of fibre. This research focuses on the strength properties of various types of bamboo. The focus is to investigate the relationship between the maximum tensile strength of bamboo and the flexibility of bamboo in soil stabilization. This is very important, because bamboo fibers used for soil stabilization rely on their tensile strength rather than their compressive strength. Thus, the optimum tensile strength and flexibility of bamboo must be of particular concern. From the results of the study of the tensile strength of two types of bamboo, namely Apus Bamboo and Java Bamboo, the Apus Bamboo results were found to have a higher tensile strength of 225.57 mpa with maximum flexibility of 19.99 mm and 43.76 mpa for tensile strength of Javanese Bamboo with a level of flexibility of 10.26 mm.]]>
<![CDATA[Retrofitting of Reinforced Concrete Beams Using a Fiberglass Jacketing System ]]>
<![CDATA[Titik P. Artiningsih]]>;
<![CDATA[Lirawati L.]]>;
<![CDATA[Navi Helmi]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.1.44-50
<![CDATA[Building collapse that occurred mostly caused by structure failure in containment earthquake load. Factors that lead to the failure of the beam, among others is beam planning that does not calculate ductility or restraint, resulting decline of beams performance. One way to improve beam strength and ductility are to retrofit the beam by wrapping beams using fiberglass. Research aims to discover the increase amount of bending load capacity from concrete beam that has been retrofitted using jacketing fiberglass. Experimental testing was carried out on beam specimens with a cross section size of 150x200 mm and a length of 1400 mm. Three beam specimens were subjected to bending loads with a three point loading system, with different levels of damage, namely BL1 with collapse at level-1, BL2 at level-2, and BL0 at level-5 as a comparison. Then the BL1 and BL2 were retrofitted by being coated with 2 layers of fiberglass which were glued using epoxy resin. Beams BL-1 and BL-2 are then subjected to a bending test again until they reach level-5 collapse. The test results showed that retrofitted beams were able to increase flexural strength, BL-1 increased 115.15% from the original load and BL-2 increased 52.27% from the original load.]]>
<![CDATA[The Axial Capacity of a Full Height Rectangular Opening Castellated Steel Beam with Steel Reinforcement stiffeners ]]>
<![CDATA[Muhamad Rusli A.]]>;
<![CDATA[Prabowo Setiawan]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.1.51-59
<![CDATA[The axial capacity of a full height rectangular opening castellated steel beam with steel reinforcement stiffeners is proven to prevent Vierendeel failure mechanism. The effect is an increase in flexural capacity of the structure. Diameter of the steel reinforcement stiffeners is revealed to have an effect on its strength in resisting axial forces occur in the structure. However, size of the diameter is limited to the strength maximum value of the steel flange section in withstanding the moment force. Using optimal design of the castellated steel structure, this research aimed to find out the increase value of the axial capacity. There were two models of steel structures employed in the study, IWF 200x100x5.5x8 and castellated beam 362x100x5.5x8, both were loaded with axial directions. Analyses were conducted using truss and pushover methods. Results of the study showed an increase in both flexural (36.81%) and axial (60.78%) capacities. The increase in the value of structure capacity mainly influenced by the stiffeners shortened the effective length of the structure.]]>
<![CDATA[Flexural Behaviors of Precast Reinforced Concrete -EPSfoam-Steel Deck Hybrid Panel ]]>
<![CDATA[Mardiana Oesman]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 2 (2021): October ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.2.113-122
<![CDATA[This paper presented the flexural behavior of the newly developed hybrid panel which included the comparison of the ultimate load, load-deflection behavior, and failure modes. The experimental study was carried out on precast reinforced concrete-EPSfoam-steel deck hybrid panels (CES) consist of three layers of material : concrete layer is on the top, the steel deck is located on the bottom layer, and the EPS foam layer as the core. The dimensions of CES are 300 mm x 1200 mm with thickness of concrete layer and EPS foam as variables. The concrete thick were 30 mm and 40mm. The density of EPS foam was 12 kg/m3, 20 kg/m3, and 30 kg/m3. The static flexural test of CES was conducted in accordance with the ASTM C 393-00 standard for determination of flexural strength on concrete, the load was applied at third-point loading. This test was carried out with monotonic static load, deflection control using a loading frame with capacity of 10 kN. The results show that increase the thickness of the concrete layer from 30mm to 40mm with EPSfoam density of 12 kg /m3, 20 kg/m3, and 30 kg/m3 achieved a maximum load increase of 33.51%; 46,13%; and 37.35%, respectively.]]>
<![CDATA[The Effect of Microbes and Fly Ash to Improve Concrete Performance ]]>
<![CDATA[Adlizie Rifkianda Muhammad]]>;
<![CDATA[Januarti Jaya Ekaputri]]>;
<![CDATA[Makno Basoeki]]>
<![CDATA[ JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 2 (2021): October ]]>
Publisher : <![CDATA[Universitas Islam Sultan Agung ]]>
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DOI: 10.30659/jacee.4.2.60-69
<![CDATA[This paper presents the application of fly ash combining with microbes in concrete to reduce cement content. A class F fly ash as cement replacementwas applied with ratios of 20%, 30%, 40%, and 50% to reduce hydration heat. Microbes from bacterial consortium were applied to as the filler to increase concrete compressive strength. The concrete mix design from SNI 03–2834–2000 was applied for a compressive strength target of 30 MPa. The mechanical test was carried out consisting compressive and tensile test. Concrete workability and the heat hydration measurement were performed for fresh concrete. The results showed that the maximum strength of 45.10 MPa was obtained from specimens with 30% fly ash content. Application of microbes associated with fly ash content of 40% showed the maximum strength of 48.47 MPa. It was found that the tensile strength also increased with the application of fly ash and microbes. Hydration temperature of concrete decreased with the increase of the ash content. This proves that the application of fly ash and microbes in concrete can reduce the cement as well as increasing the concrete performance.]]>
