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Journal of Advanced Civil and Environmental Engineering
Published by Universitas Islam Sultan Agung
ISSN : 25993356     EISSN : -     DOI : http://dx.doi.org/10.30659/jacee
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
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
Arjuna Subject : Psikologi - Psikologi (Lain-Lain)
Articles 6 Documents
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Search results for , issue "Vol 5, No 1 (2022): April" : 6 Documents clear
Electrical Resistivity Survey of the Gunung Anyar Mud Volcano Primasari Cahya Wardhani; Bagas Aryaseta; Nia Dwi Puspitasari
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 1 (2022): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.1.33-40

Abstract

The past oil and natural gas drilling activities have been presumed to cause a Mud Volcano phenomenon. The Mud Volcano potentially danger its surroundings, including the inhabitants. Thus, mapping the zone will be essential to have a mitigation plan. One of the potential Mud Volcanoes is the Gunung Anyar Mud Volcano. By using a resistivity survey, this research aims to obtain the subsurface structure of the Gunung Anyar Mud Volcano. The results show that very low resistivity values are located at the top of the soil structure with 0 to 4 meters depth. This soil structure is believed to be a manifestation of a mud volcano in the form of moistened clay associated with salt water. At subsequent depths, 4 to 5.5 meters from the top, is a layer of sandy clay. It is characterized by moderate to high resistivity values. At a depth of 5.5 to 10.5 meters, the resistivity value is very high. This sandstone layer is most likely a native subsoil formation in the Gunung Anyar area.
Raw Water Supply System Analysis at Randugunting Dam, Blora Regency Province of Central Java Beni Setiyanto; Bagas Wahyu Adhi
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 1 (2022): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.1.41-50

Abstract

Randugunting Dam is one of the government's national strategic projects which has a role in supporting food security. The benefits that will be felt are for flood control, irrigation and raw water. Allocation of raw water 200 lt/sec for three regions, namely Blora Regency 100 lt/sec, Pati Regency 50 lt/sec and Rembang Regency 50 lt/sec. The purpose of this study is to provide an analysis of the hydraulic design of the piping system to each WTP and water quality. The system used is the intake of raw water from the dam intake distributed to a centralized WTP then to the District WTP. The first analysis obtained the results of intake to a centralized WTP using PE pipe 400mm the average HGL value is 78.75m higher than the average elevation hs 68.79m, 9.97m residue, final pressure 0.128bar; the second condition is centered on the Blora IPA using PE pipe 350mm plus a pump capacity of 100 lt/s the average HGL value is 202.17m higher than the average elevation hs 114.94m, residue 87.23m, final pressure 0.977bar; The evaluation of the pollution index against the class II water quality standard in the three samples is classified as good water condition
Comparative Analysis Study on Construction Cost Between Concrete Structures and Steel Structures Buildings in Surabaya Deviany Kartika; Hadi Surya Wibawanto; Tiong Iskandar; Wahyu Bangkit Pangestuaji
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 1 (2022): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.1.1-10

Abstract

High-rise buildings in Indonesia must be designed resistance to receiving earthquakes. This is because the earthquake load that occurred in Indonesia has a high intensity. So that existing buildings, especially multi-story buildings must ensure good performance in receiving earthquake loads. This effort aims to maintain the safety of its users. Several aspects that need to be considered in designing earthquake-resistant buildings are structural performance and construction costs. Therefore, in this study, we will discuss the designed of earthquake-resistant structures by making comparisons on concrete structures and also steel structures which will then analyze the cost of the structure for the structures that have been analyzed and designed. From the results of the analysis, for the same conditions, earthquake resisting frame with reinforced concrete construction, it requires cheaper construction costs compared to steel construction. Concrete construction requires a structural cost of Rp. 19,030,188,114.0 and for a steel structure of Rp. 72,206,697,860.7. This is certainly not a conclusion that concrete construction is superior to steel construction. Because even though it is more expensive in terms of cost, steel construction is quite superior in terms of quality, time efficiency and ease of implementation.
Experimental Study of RC Hollow Beams with Embedded PVC Pipes Jen Hua Ling; Joseph Toh Sheng Ngu; Yong Tat Lim; Wen Kam Leong; How Teck Sia
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 1 (2022): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.1.11-23

Abstract

This study investigated the behaviour of reinforced concrete (RC) hollow beams under incremental static loads. Polyvinyl Chloride (PVC) pipes were used to create longitudinal voids in hollow beams. The parameters studied included the size (25 mm, 50 mm and 75 mm diameter) and location (39 mm and 139 mm from beam soffit) of the PVC pipes in the beam. Nine specimens were tested under the four-point load test setup. The loads were progressively increased until the specimens failed. The specimens were analysed based on the failure modes, load-displacement responses and mechanical properties. The hollow beams gave a 2% to 36% lower strength than the solid beams. In terms of the strength per unit concrete, the hollow beams were less efficient than the solid beams. The efficiency ratio of hollow beams ranged from 0.67 to 1.0. For that, none of the proposed hollow beams was recommended.
Potential Rice Husk Ash (RHA) For Clinker Substitute in K400 Concrete Compressive Strength Applications Dody Guntama; Gilang Lukman Hakim; Nur Amin
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 1 (2022): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.1.24-32

Abstract

Rice husk ash is a waste of rice husk combustion with pozzolanic properties and contains relatively high silica. Therefore, rice husk ash can be used as a cement substitute to manufacture concrete. This study aims to determine the performance of rice husk ash as a clinker substitute for the compressive strength of the K400 concrete produced. Rice husk ash used in this study was first ground to pass a 45 mm sieve. Then the K400 concrete mix design was made with three variations of adding rice husk ash: 0%, 10%, and 20% of the total cement consumption. The tests carried out on the test objects included slump testing and compressive strength testing for concrete aged 3, 7, 28 days. Slump flow testing is carried out to see the ease of work. At the same time, compressive strength testing is carried out to determine the quality of the concrete itself. Based on the Compressive Strength tool observing, adding rice husk ash, as much as 10% has a strength value that reached the standard compressive strength determined at 28 days. On the other hand, adding rice husk ash more than 10% produces a lower compressive strength of concrete than the standard.
The Effect of Supervision Consultant Performance on the Implementation Quality of the National Road Construction Kartono Wibowo; Muhamad Adhar; Fauzy Fachruddin
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 1 (2022): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.1.51-60

Abstract

The performance of supervision consultants in determining the project’s success is influenced by the quality of implementation. This quality is often the main focus in construction because it plays a central role in project performance. This research was conducted to identify several factors and their influence on the performance of the supervision consultant in the case of national road construction. This study belonged to a descriptive case study. Data of the study were collected by distributing questionnaires to the officers of the Public Works Department of Highways, the Implementing Contractors, and the Supervision Consultants. In total there were 58 respondents randomly selected to get involved in the study. Regression analysis was performed on the data obtained by using SPSS software version 17. The results of the study indicated there are several performance factors of the supervision consultant, that simultaneously affect the implementation quality of the national road construction. The factors of supervision consultants which partially influenced the implementation quality of the national road construction, if reviewed respectively based on the order were (1) field attendance (1.851); (2) Work Experience (1,613); (3) Supervision officers (1.467); and (4) planning (0.854).

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