cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Yusra Aulia Sari
Contact Email
yusrauliasari@gmail.com
Phone
+6282287007928
Journal Mail Official
yusra@uib.ac.id
Editorial Address
Sei Ladi, Jl. Gajah Mada, Baloi Permai, Kec. Sekupang, Kota Batam, Kepulauan Riau
Location
Kota batam,
Kepulauan riau
INDONESIA
Journal of Civil Engineering and Planning (JCEP)
Published by Universitas Internasional Batam
ISSN : -     EISSN : 27466299     DOI : http://dx.doi.org/10.37253/jcep.v1i2.725
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation
JCEP is an article about research activities with the theme of study of Civil Engineering. Published articles are findings or reflections from research activities that are disseminated for practice by relevant stakeholders. Dissemination in articles published by JCEP is not limited to ideas, methods and material objects, but also includes elements of capacity building for stakeholders in identifying and solving various problems to develop Civil Engineering. JCEP covers topics related to science, analysis, development, intervention, modeling and design of communities, cities and regions including: 1. Structure 2. Geotechnical 3. Transportation 4. Water Resources 5. Construction Management. 6. Environmental 7. Urban Planning 8. Material
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 15 Documents
 1   2 
Search results for , issue "Vol. 5 No. 2 (2024)" : 15 Documents clear
Stability Modeling of Groyne-Type Structure with Embankment in Pelangai River, Pesisir Selatan Regency, West Sumatra Zulhendra, Riko; Arif, Maulana; Adi Putra; Dicky Febri Hadi
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.10007

Abstract

Erosion is one of the exogenic processes that commonly occur around river dynamics. Intensive erosion occurs at the riverbank area, which has the potential to cause the slope on that side to collapse. Therefore, a groyne-type structure is required to prevent this from happening. A groyne-type structure is planned to reduce the impact of erosion in the Pelangai River with embankment. This research aims to determine the stability of the groyne with embankment design using Plaxis 2D software. Plaxis 2D modeling uses soil input parameters based on CPT, SPT, and groyne structure with approximation parameters. The modeling results show that with the addition of groyne, embankment and traffic load, the safety number drops from 1.906 to 1.241. This figure does not meet the safe number limit according to SNI Geotechnical 8460 of 2017, which requires a minimum safe number of 1.25. In addition, the addition of groyne, embankment, and traffic load resulted in soil settlement of up to 6.3 cm, which is still considered safe.
Design of Non- Engineered Earthquake Resistant Housing in West Sumatera Fitria, Winda; Guspari, Oni; Afriyani, Sicilia; Putra, Roni Tri; Misriani, Merley
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.10008

Abstract

This research focuses on the design of earthquake-resistant houses in West Sumatra Province to improve the structural quality of residential buildings. Significant damage to houses caused by previous earthquakes poses a serious threat, especially as it can hinder evacuation processes during disasters. Ensuring individual safety is a top priority in evacuation efforts, making it crucial to build earthquake-safe homes, whether through new construction or renovation, to minimize the risk of casualties. The study employs a quantitative approach guided by the earthquake-resistant house requirements handbook developed by JICA and the Ministry of Public Works. The result is an alternative DED design for a Type 45 house suitable for West Sumatra. This single-story house is designed on hard soil with a structure that meets earthquake standards. The analysis results show the structural specifications as follows: the foundation uses stone with a bottom dimension of 80 cm, a top dimension of 40 cm, and a height of 80 cm; BS beams measure 15 cm x 30 cm; RB beams 15 cm x 20 cm; and columns 20 cm x 20 cm. The average Safety Factor (SF) values are BS beams 1.04, RB beams 1.3, columns > 3, and stone foundation 3, indicating that the planned sections meet the requirements for earthquake-resistant houses. This study aims to contribute to disaster risk mitigation and serve as a guide for communities in constructing earthquake-resistant homes, especially in the West Sumatra region.
Challenges and Solutions for Urban Waste Management and Waste Transportation Systems (Case Study: TPS Cikutra, Bandung City) Zain, Fajrin Meilani Azzahra; Salsabila Putri; Dzalfa Kayla Septia Salma; Salma Nadhif Aghisna; Ammarrafi Rahman Alharits; Arha Ramdhany Bugis; Sultan Dhafa Al-Gibran; Yulia Asyiawati
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.10032

Abstract

Cikutra TPS (Temporary Waste Disposal Site) often has problems with incoming rubbish, including from rubbish carts or piles of rubbish that eat up roads. This causes traffic jams, disturbs residents' comfort, creates strong odors, and other waste problems. This research aims to identify challenges and provide solutions that can be implemented to improve the performance of waste management and transportation at the Cikutra TPS. The approach method used is qualitative with a normative descriptive analysis method of standards applicable in Indonesia. The research results show that the accumulation of waste due to inadequate TPS capacity, traditional collection and transportation systems, and lack of public awareness is a challenge. The solutions offered are differentiation of transportation patterns, determining fees to improve service quality, government investment in providing ideal transportation facilities and infrastructure, and increasing the ability and will of the community through outreach and training such as a participatory approach that involves the community in waste management, especially organic waste management.
Comparative Analysis of Concrete Compressive Strength Using GGBFS as a Cement Substitute for Normal Concrete Achmad Trie Mashuri; Ahmad Yudi; Ayu Sinta Aprilia
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.10046

Abstract

Building constructions found in Indonesia generally use concrete as the main structural material. This research aims to analyze the use of ground granulated blast furnace slag (GGBFS) as a cement substitute in concrete mixtures using the Analysis of Variance method (Anova) and the Tukey Method. The GGBFS levels used are 0%, 25%, 30%, 35%, 40% and 45% as cement substitute. The average compressive strength values ​​obtained for each sample were 25.08 MPa, 25.1 MPa, 25.7 MPa, 25.9 MPa, 26.4 MPa, 27.7 MPa and 26.2 respectively. MPa. The compressive strength value continues to increase with the highest compressive strength value at 40% and decreasing again at 45%. The use of ggbfs requires an activator to accelerate the mechanical properties of ggbfs itself. The activator used is NaOH with a concentration of 4 Mol.
The Effect of Coconut Shell Mix as a Coarse Aggregate Substitute on Concrete Compressive Strength Yazid, Muhammad; Puspa Ningrum; Ahmad Kurnain; Tony Hartono Bagio; Sihol Marudut Tua Sinaga
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.10088

Abstract

Coconut shell waste is one type of agricultural waste that is often underutilized, despite its potential as an alternative material in concrete construction. This study aims to examine the effect of using coconut shells as coarse aggregate in concrete, focusing on the compressive strength of the concrete. Standard concrete with varying coconut shell proportions of 0%, 2%, 4%, 6%, and 8% was tested to observe differences in compressive strength. The results showed that as the percentage of coconut shell in the concrete mix increased, the compressive strength tended to decrease. Concrete with coconut shell proportions of 2%, 4%, 6%, and 8% exhibited average compressive strengths of 16.416 MPa, 16.327 MPa, 14.817 MPa, and 13.779 MPa, respectively, compared to normal concrete with an average compressive strength of 20.008 MPa. This decrease in compressive strength is attributed to the physical properties of coconut shells, which have lower density compared to conventional aggregates. Nevertheless, the use of coconut shells as coarse aggregate offers environmental and economic benefits, such as reducing waste and dependence on limited natural resources.

Page 2 of 2 | Total Record : 15

 1   2 

Filter by Year

2024 2024


Reset
Filter By Issues
All Issue Vol. 6 No. 2 (2025) Vol. 6 No. 1 (2025) Vol. 5 No. 2 (2024) Vol. 5 No. 1 (2024) Vol. 4 No. 2 (2023) Vol. 4 No. 1 (2023) Vol 4 No 1 (2023) Vol 3 No 2 (2022) Vol. 3 No. 2 (2022) Vol. 3 No. 1 (2022) Vol 3 No 1 (2022) Vol 2 No 2 (2021) Vol. 2 No. 2 (2021) Vol 2 No 1 (2021) Vol. 2 No. 1 (2021) Vol 1 No 2 (2020) Vol. 1 No. 2 (2020) Vol. 1 No. 1 (2020) Vol 1 No 1 (2020) More Issue