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Contact Name
Ita Suhermin Ingsih
Contact Email
ita.suhermin@unisma.ac.id
Phone
+6281282476704
Journal Mail Official
jice@unisma.ac.id
Editorial Address
Jl. MT. Haryono No. 193, Malang
Location
Kota malang,
Jawa timur
INDONESIA
Journal Innovation of Civil Engineering (JICE)
ISSN : -     EISSN : 27755592     DOI : 10.33474
JICE Journal Innovation of Civil Engineering ISSN 2775-5592 published twice in a year, in March and September. The article can be product of researches, scientific thoughts or case study, in civil engineering and isn’t formed by politics, commercialism, and subjectivity unsure. This scientific journal contains articles of thought and research results in Civil Engineering that have never been published in scientific journals or other media. The Editorial Team accepts articles in English. Any matters relating to the use of the software, citation and copyright permissions made by the author of the article, and the legal consequences it causes, are the sole responsibility of the author of the article. The format of writing scientific articles for publication in scientific journals should follow the guidelines of scientific article writing, which is located on the right side of this scientific journal.
Articles 5 Documents
Search results for , issue "Vol 3 No 2 (2022)" : 5 Documents clear
ANALYSIS OF RELIGIOUS TOURISM OBJECTS IN JOMBANG REGENCY USING COG METHOD Muhammad Kamal Abdun Nasir; Meriana Wahyu Nugroho
Journal Innovation of Civil Engineering (JICE) Vol 3 No 2 (2022)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v3i2.18154

Abstract

Jombang Regency is a religious tourism area where many national scholars are buried here so that Jombang becomes a tourist spot for tourists in various regions in Indonesia, with these objects tourists need a map to make it easier when visiting Jombang Regency. The purpose of this study was to analyze the distribution of thematic maps and to observe the supporting facilities for religious tourism infrastructure including (Tomb of KH. Abdur Rahman Wahid, tomb of KH. Bisri Syansuri, tomb of KH. Wahab Hasbullah, tomb of KH.Mustain Romlly and Tomb of Syayid Sulaiman) . This study uses digitized coordinates that produce a map of the distribution of religious tourism objects, for the application of a Geographic Information System (GIS) and questionnaires distributed to six religious tourism objects, using the Center Of Gravity (COG) method to determine the intended route. The results of the study obtained six coordinates of religious tourism objects and resulted in a distributed questionnaire declared valid and reliable with Cronbach's alpha value of 0.809 for the Geographic Information System indicator and 0.933 for the Center of Gravity indicator.
ANALYZING THE LEVEL OF SERVICE AT ANJUK LADANG TERMINAL, NGANJUK REGENCY BY IMPORTANCE PERFORMANCE ANALYSIS (IPA) METHOD Kurnia Hadi Putra; Ita Suhermin Ingsih; Ikhsan Dwi Mukharom
Journal Innovation of Civil Engineering (JICE) Vol 3 No 2 (2022)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v3i2.18156

Abstract

A bus terminal is an infrastructure for road transportation to drop off and pick up passengers. Anjuk Ladang Terminal in Nganjuk Regency, which is a busy terminal, requires services that can provide comfort and safety for passengers.Therefore, this research was aimed at investigating the level of service of the Anjuk Ladang bus terminal and determining the level of passenger satisfaction toword terminal service through questionnaires employing the ImportancePerformance Analysis method. Furthermore, it was intended to investigate the suitability of the facilities at the Anjuk Ladang terminal based on the Regulation of the Regulation of the minister of Transportation Number PM 132 in 2015.The result of analyzing the user of Anjuk Ladang Terminal service indicated that they where quite satisfied with the interior display, environmental cleanliness, courtesy of officers in aserving customers,and terminal officer honesty. Meanwhile, quadrant I of the Cartesian diagram demonstrated limitations in term of customer care from the staff, cleanliness in the toilet and passenger waiting rooms, as well as security at the terminal. In conclusion, Anjuk Ladang Terminal must improve the quality of services included in quadrant I. However, the facolity’s suitability has complied with the Regulation of the Minister of Transportation Number PM 132 in 2015.
SAMIRAN DAM PERFORMANCE ANALYSIS BASED ON THE CRITERIA FOR EVALUATION OF BUILDING FUNCTIONS AND STRUCTURES USING THE AHP METHOD IN PAMEKASAN REGENCY Zabadi Fairus
Journal Innovation of Civil Engineering (JICE) Vol 3 No 2 (2022)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v3i2.18675

Abstract

The purpose of the author conducting this research is a follows: (1) as a criterion for determining the condition of the existing weir and an assessment of the function of the weir according to the existence of the building, (2) to obtain the value of the components of the weir building so that it can be used in weir work on the existence and function of the building. , (3) to analyze the results of the work of the dam on the Samiran Embankment allocated in Pamekasan Regency to the existence and function of the dam building. The current study raises the subject of the Samiran Dam which is located in Samiran, a remote village from one of the sub-districts located in the middle of Pamekasan Regency, East Java Province. Methods for collecting data can be obtained from direct surveys in the field, so that from these results the data is then processed. The next step, the existence and purpose of the construction of the Samiran weir can be analyzed according to the initial concept. The method used is AHP. From analyzing and then collecting weir data which aims to obtain work from the weir and the presence of damaged weir components in the form of discharge strength of 18.89%, presence of sediment 1.25%, lighthouse 0.19%, extraction building 2.56%, drainage building 4.26%, flushing buildings 1.88%, and mud bags 4.15%. The following are the results of analyzing the work of the weir according to the use of weir components, namely discharge 32.92%, sediment 3%, lighthouse 2.39%, intake building 14.29%, draining building 21.14%, flushing building 21.14%, and mud bag 9.86%. From the results above, it can be assumed that the component of the work of the dam on the Samiran reservoir is 33.18% damaged with the position of the weir being slightly damaged. Meanwhile, the usefulness of the weir work on the Samiran reservoir is 93.31% and the condition of the weir is fine.
APPLICATION OF TAGUCHI EXPERIMENTAL DESIGN IN THE MANUFACTURING OF CORN COMB BRICK Nurmaiyati Zamzamiyah; Meriana Wahyu Nugroho
Journal Innovation of Civil Engineering (JICE) Vol 3 No 2 (2022)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v3i2.18676

Abstract

Utilization for corn cobs as a substitute for aggregate for making bricks, can be used as an environmentally friendly non-structural construction material. This study aims to obtain the optimal composition and quality of bricks. The data collection technique use 36 samples in the form of bricks measuring 30 x 15 x 10 cm, with details of 18 brick samples for compressive strengths testing and 18 samples for wear resistance testing, variations in the addition of corn cobs 5%, 10% and 20%. The data analysis technique used the Taguchi method, with three levels and four factors. The results of the research show that the factors that influence the quality characteristics of the compressive strength and wear resistance of the brick are cement (1.992 kg), corn cobs (0.027 kg) and sand (3.110 kg). With a formulation based on SNR Larger the better at the compressive strength of bricks, namely (A3) cement level 3 and (C1) corn cobs level 1. While the wear resistance results based on Smaller is better are (B3) sand at level 3.
RIGHT PADDLE REPAIR METHODS FOR IMPROVING TRAFFIC SAFETY AT TRAIN RAILWAY TRACKS Dian Novitasari; Ratna Handayani
Journal Innovation of Civil Engineering (JICE) Vol 3 No 2 (2022)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v3i2.19414

Abstract

Problems that often occur at level crossings with railroads are the high number of trafficaccidents, namely accidents between trains and vehicles, two-wheeled vehicles that fall dueto inadequate railroad infrastructure, and the condition of road pavements at level crossingsthat are not stable. This study is focused on handling pavement damage at railroadcrossings, especially at the JPL 67 location, which is located on the East Java Provinceroad, UPT area. Road and Bridge Management (PJJ) Surabaya, namely Jalan DepartemenKrian –Mojokerto Regency (link. 153) Km. 30. At the level crossing of JPL 67, two-wheeledmotor vehicle accidents often occur. There is a significant difference in elevation betweenthe highway and the railroad, causing damage to the pavement. The problem is tried to beovercome by conducting a study by UPT. PJJ Surabaya. This study aims to obtain the rightroad handling method according to the character of the load on level crossings, namelydynamic loads on train vibrations. Several road handlings trials have been carried out fromJanuary 2022 to June 2022, using several pavement materials. The study found that CTBwith a cement composition can make the pavement at level crossings last longer.

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