Garuda - Garba Rujukan Digital

All

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan

CVL
Website

Published by Universitas Islam Lamongan

ISSN : 25032399 EISSN : 26207222 DOI : https://doi.org/10.30736/cvl

Core Subject :

Jurnal Penelitian Teknik Sipil UNISLA (ISSN2503-2399) adalah jurnal ilmiah yang bertujuan untuk mengkomunikasikan hasil dan riset teknologi dalam rangka untuk pengembangan teknologi di bidang teknik sipil. Sasaran pembaca adalah para ilmuwan, akademis, serta praktisi dari bidang teknik sipil sebagai berikut: Rekayasa Struktural, Teknik Geotek, Rekayasa Sumberdaya Hidrolik dan Air, Rekayasa Transportasi, dan Manajemen Konstruksi.

Arjuna Subject : -

Articles 165 Documents

1 2 3 4 5

PENGARUH MOTIVASI DAN LINGKUNGAN KERJA TERHADAP KINERJA TENAGA KERJA PROYEK PEMBANGUNAN GEDUNG MTsN II BOJONEGORO Ayu Kurnia Ratna Sari
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 2 (2017): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

The purpose of the study were 1) to describe motivation ,and work environment on performance of building construction project personnel MTsN II Bojonegoro., 2) to determine and analyze the simultaneous effect of simultaneous motivation and working environment significantly against performance of building construction project personnel MTsN II Bojonegoro , 3) to determine and analyze the partial effect motivation and working environment significantly to the performance of building construction project personnel MTsN II Bojonegoro, 4) to determine and analyze between , motivation, and working environment has dominant influence towards performance of building construction project personnel MTsN II Bojonegoro.This research was conducted with a population of as many as 27 respondents. Data were collected using a questionnaire in the form of a statement list. Data analysis technique used is the multiple linear regression analysis using SPSS 17.0. Based on the results obtained regression analysis test F value of 11.128 with a signification level of 0.000, which means that simultaneous motivate and work environment has a significant influence on the performance of.The value of building construction project personnel MTsN II Bojonegoro coefficient of determinant of = 0.481 means that 48.1% of medical personnel’s performance can be explained by the motivation and the environment and the rest 51.9% influence by other variables beyond the motivation and work environment.t value variable motivation () of 3.239 with a significance level of 0.003. t value variable environment () amounted to 2.516 with significance level of 0.003

Optimasi Waktu dan Biayacrashing dengan Menggunakan Metode Time Cost Trade Off Dita Nafa Anggraeni; Meriana Wahyu Nugroho; Sumarsono Sumarsono
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 4, No 2 (2019): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v4i2.381

Biaya dan waktu merupakan analisa paling penting pada proyek konstruksi.Waktu yang optimal dan biaya minimal menjadi pemilihan paling optimum pada proyek.Oleh karena itu, perlu untuk mengoptimalkan biaya dan waktu dengan melakukan crashing pada jalur kritis yang ada.Perhitungan dimulai dengan mencari lintasan kritis menggunakan Crithical Path Method (CPM) kemudian dilakukan crashing pada kegiatan yang berada di jalur kritis.Pada penelitian terdahulu percepatan dilakukan dengan 3 alternatif yaitu menambahkan 1 jam kerja (alternatif 1), 2 jam kerja (alternatif 2), dan 3 jam kerja (alternatif 3).Pada penelitian ini akan dikembangkan menjadi alternatif 4 (kombinasi), pemilihan waktu dan biaya optimum didapatkan dari nilai biaya yang terendah pada setiap alterntif dan diterapkan pada alternatif 4. Waktu optimum pada penelitian terdahulu yaitu 586 hari dengan biaya sebesar Rp. 32.015.796.446,- sedangkan dengan pemilihan alternatif 4 didapatkan durasi 597 dengan biaya Rp. 31.893.210.841,-, sehingga alternatif 4 lebih optimal dibanding dengan alternatif 2.

ANALISA DAYA DUKUNG TIANG PANCANG STATIS DAN DINAMIS PADA BENDUNGAN GERAK SEMBAYAT GRESIK Reno Dwi Santoso; Dwi Kartikasari
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

In general, foundation is defined as the underground building that continues the load from the weight of the building itself and fromthe external load that works at the buildi ng to the ground around it. Carrying capacity analysis of pile is needed to get the planning of foundation that meetsthe requirements. There are many calculation methods used to analyze the carrying capacity of the pile, but it needs to consider which method is more fulfilling from the data in the field, for that, it needs carrying capacity analysis of several methods based on field data using sondir data and compared to one another to obtain more realistic results. Capacity analysis method of pile on the construction of Dams Motion in Sembayat Gresik uses static and dynamic methods. In the dynamic method, it use several methods, those are Hiley equation, Wika Method, ENR method, Eytelwein Method, Navy-Mc.Kay Method, and Michigan State Highway of Commission Method. While in the static method, it uses Luciano Dacourt Method. From the analysis of the static pile carrying capacity obtained the result that pile carrying capacity calculation of Luciano Dacourt Method is smaller, pull Q permitted 15.25 tons and maximum press Q permitted 41.55 tons compared with the calculation method by using kalendering result of Eytelwein Method. In Eytelwein Method, the minimum pile carrying capacity is 61.566 tons of calculations in GW 1.

PERBANDINGAN BIAYA PELAKSANAAN PEKERJAAN DINDING MENGGUNAKAN BATA RINGAN DAN BATA MERAH PADA PERUMAHAN TYPE 36 Ari Karya Agung Pambudi; Rasio Hepiyanto
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 4, No 1 (2019): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v4i1.314

The wall is one of the non-structural elements contained in a building or house. Red brick is the main material that is often used and technological developments in the field of Civil Engineering continue to go hand in hand with the needs of the people who prioritize comfort, especially regarding their place of residence. Therefore, light brick is created so that it can lighten the structural load of a construction building, speed up the implementation, and minimize the remaining material that occurs during the wall installation process. This study aims to determine the comparison of the cost of carrying out the work of a pair of walls between the work of wall pairs using lightweight brick material with the work of wall pairs using red brick material. The object of this field study is the type 36 house construction project, the new beautiful Griya Suci housing, Jl. KH Syafi'I, Manyar, Gresik regency, East Java 61124. The study used a comparative descriptive study, which compares the costs between the implementation of a light brick wall worker and red brick. To get accurate data can be done by observation, interviews, documentation and through library books. Based on the results of this field study: (1) From the results of the study obtained the cost of materials for lightweight masonry is Rp. 92,134.- while for a pair of red brick walls Rp. 69.925.- (2) The wage cost of a lightweight brick wall pair is Rp. 40,300. While a red brick wall pair is 48,400. (3) Difference in the cost of a lightweight brick and red brick wage Rp. 14,109. red brick wall pair Rp. 22,209.-. From the regression relationship between time duration and cost, the equation Y = 8100 x + 7900 with R2 = 1 is obtained. This study can be concluded that the comparison of the work of installing light brick walls is cheaper than using red brick.

ALTERNATIF PEMECAHAN MASALAH KETERLAMBATANPENYELESAIAN PROYEK (STUDI KASUS PEMBANGUNAN GEDUNG PUSKESMAS LAREN KABUPATEN LAMONGAN) Fridha Guivanny Putri; Rio Rahma Dana
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 3, No 2 (2018): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v3i2.260

The successfulness of executing the construction projects right on time is one of the most important goals both for the owners and contractors. In general, each construction project has a specific implementation plan and schedule of implementation. It contains some important things, for example when the project should begin, when it should be completed, and how to provide the resources. As in the development project of Public Health Center building in LarenDistrict, Lamongan Regency in 2016 which has been delayed up to six weeks, causing inaccuracy between the planningschedule anddevelopment implementation. This research aims to be used as an evaluation to get the fastest acceleration time by using cut and crashing method. From the data obtained fromthe time schedule, cost estimate plan (RAB),wage price analysis, and project materials,the next step is making the job network and determining the critical pathfor cut and crash method. The results of the study show that the project acceleration can be done up to 82 days or 7 days faster than the normal day, that is 89 days with acceleration cost of Rp. 347.935.000,00 or increased from the normal cost of Rp. 345.390.000,00. The percentage of the selected acceleration time ratio is approximately 6.02% faster than the normal time, while for the acceleration cost is approximately 0.68% greater than the normal cost. Therefore, with this research, the work actually can be completed on December 13, 2016.

PENGGUNAAN EMBUNG GEOMEMBRANE SEBAGAI PENAMPUNGAN AIR BERSIH DESA TANGGUNG PRIGEL Mukhammad Alifuddin; Sugeng Dwi Hartantyo
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 3, No 1 (2018): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

The technology of artificial geomembrane reservoir or water tank is the small reservoir in the village land (TKD) which is built to collect the water in the rainy season by using waterproof material as the layer by utilizing the rainwater through the river around which is then used as an alternative source of clean water (water supply) in the dry season. As for the calculation methods used for this research include: analysis of rainfall area using algebra average method (arithematic mean), the calculation of rainfall plan can be done by using disperse measurement, with the statistical parameter of calculation result of Sd= 23.884 Cs= 1.933 Ck= 4.031 Cv= 0.233. The distribution analysis is done using Gumbel 1 method for 10 years plan amounted to 146.601 mm/day. Rainfall intensity analysis is done by using Mononobe method for 10 years rainfall intensity plan amounted to 6.108 mm/hour. For the next 10 years population projection is done using calculation of Arithmetic method of 2.795 populations. The conclusion of this research indicates that the clean water need in the dry season at Tanggung Prigel Village, Glagah District in 2026 is approximately 0.001941 m3/sec. While the plan for reservoir debit of 0.003254 m3/sec so it is considered sufficient to fulfill the clean water need in the Tanggung Prigel Village, Glagah District.

EVALUASI DAERAH IRIGASI BENGAWAN JERO KABUPATEN LAMONGAN Aris Setiawan; Nur Azizah Affandy
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Bengawan Jero Irrigation Area is located in the District Administration of Work Areas Karangbinangun, Lamongan.Objective of the research that for determine the level of damage that occurred in Bengawan Jero Irrigation Area and determine the priority scale rehabilitation of irrigation area of Bengawan Jero damage. Based on the analysis and discussion, analysis of priority rehabilitation of irrigation area of Bengawan Jero using Analytical Hierarchy Process (AHP) give first priority to sub-system 05 = 0.68. The next priority is a sub-system 07 = 0.44, subsystem 01 = 0.23, sub-system 09 = 0.70, sub-system 03 = 0.25, sub-system 10 = 0.42, sub-system 11 = 0.65 , sub-system 06 = 0.52, sub-system 08 = 0.54, sub-system 04 = 0.50 and last priority is the sub system 02 = 0.23. Selection of rehabilitation alternatives tailored to the available funds. If the available funds are insufficient for the rehabilitation of irrigation area Bengawan overall Jerothen rehabilitation can put emphasis on the primary channel only

UJI KUALITAS BETON K-250 MENGGUNAKAN LIMBAH GENTENG DAN BUBUK SILIKA UNTUK CAMPURAN SEMEN DAN PASIR SUNGAI Romadhon, Romadhon; Suwarno, Suwarno
Jurnal CIVILA Vol 4, No 2 (2019): Jurnal Civilla
Publisher : Fakultas Teknik Universitas Islam Lamongan

Beton merupakan salah satu unsur penyusun bangunan paling vital mulai dari kolom,bata, paving hingga jalan terbuat dari beton sehingga penggunaan beton cenderung tinggi. Beton sering digunakan sebagai bahan penyangga utama pada suatu bangunan maka diperlukan kualitas yang baik, namun hal tersebut tidak di sertai dengan kualitas bahan yang kian menurun,makadiperlukan inovasi penambahan bahan baru yang setidaknya dapat mengurangi kebutuhan bahan utama pembuat beton, salah satunya pemanfaatan limbah genteng dan limbah batu silika Hasil dari pengetesan uji kuat tekan beton dengan penambahan serbuk genteng terhadap semen dan penambahan pasir silika terhadap pasir sungaimendapatkanKuat tekan paling tinggi di hasilkan oleh beton dengan penambahan masing masing 10% pada sampel 2 yang mencapai K-258Dari hasil rata-rata kuat tekan beton dengan campuran masing masing 10% mencapai nilai K-251 yang berarti cukup mencapai target yaitu K-250 Hasil dari pengetesan daya serap beton terhadap air dengan campuran beton dengan bubuk limbah genteng dan pasir silika adalah, daya serap tertinggi di hasilkan oleh beton sampel 3 dengan campuran masing masing sebanyak 20%? dengan nilai 0,187 liter setelah perendaman selama 24 jam Dari rata-rata keduanya memiliki nilai yang berbeda yaitu 0,113 liter untuk beton dengan campuran 10% dan 0,133 liter untuk beton dengan campuran 20%

Penggunaan Serat Eceng Gondok Dalam Campuran Laston Tipe V SNI 03-1737-1989 Terhadap Indeks Marshall Properties Agus Tonny Arifianto; Zulkifli Lubis
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 4, No 1 (2019): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Road is one of the most important transportation infrastructures in the development progress of society's live. Pavement structure has an important role in providing optimal service. Traffic loads that exceed the limit conditions often occur,for there is a certain consideration in planning the asphalt mixture, including improving the asphalt quality. The idea to modify asphalt materials with admixture materials is expected to enlarge the asphalt attachment energy to the stone. One of them is using water hyacinth fiber. This study aims to find out the effect of water hyacinth fiber addition to the characteristics of Type V SNI 03-1737-1989 asphalt concrete mixture on the Marshall test index. The method used is experimental method. Laboratory testing is conducted using water hyacinth fiber to the mixture of Type VSNI 03-1737-1989 asphalt concrete as the aditional material with variations of 1%, 1.5%, 2%, 2.5% and 3% of total asphalt weight in the mixture on asphalt condition optimum 5.72%. The results of Marshall Stability increases by 5.88%, plastic melting (flow) increases by 9%,void in the mix increases by 38.59%, void filled with asphalt decreases by6.54%, void in mineral aggregate increases by 5.60%, the density of the mixture increases by 2.59% and Marshall Quotient decreases by 3.38%.

STUDI PENCAMPURAN SERAT ECENG GONDOK SISTEM HOT ROLLED SHEET BC SPESIFIKASI SEKSI-6 : 2010 BINA MARGA Heru Prasetyo; Samsul Arif
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 3, No 2 (2018): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

HRS-BC (Hot Roller Sheet) is a type of flexible pavement construction because it uses asphalt as a binder between the aggregates. This study uses water hyacinth as a substitute for cellulose fiber in the mixture of HRS-BC. The purpose of this study is to determine the effect of water hyacinth cellulose fiber in HRS mixture to the Marshall characteristics. This research uses trial and error method, resulting 7.19 % asphalt content to the total aggregate weight with the variation of cellulose fibers are 3%, 4%, 5%, 6% and 7%. Marshall Test is performed to determine the effect of adding the cellulose fiber in the mixture to the components of Marshall Properties, for example Marshall Stability, % of Void Filed With Asphalt (VFWA), % of Void in The Mix (VIM), Plastic Fatigue (Flow), and Marshall Quotient (MQ).The result of this study is Marshall evaluation where the greatest score is obtained for stability of 1601 kg, flow of 4.60 mm, Quotient Marshall of 375.44 kg/mm, VMA of 20.45%, VFWA of 86.79 %, and VIM score of 4.19 %. It shows that the best cellulose fiber content is 3 % of asphalt level of 7,19 % and has been in accordance with Bina Marga 2010 Division 6 specification and can be used in asphalt mixture of HRS-BC.

Page 2 of 17 | Total Record : 165

1 2 3 4 5

Filter by Year

2017 2025

Filter By Issues

All Issue Vol 10 No 2 (2025): SEPTEMBER Vol 10 No 1 (2025): MARET Vol 9 No 2 (2024): SEPTEMBER Vol 9 No 1 (2024): MARCH Vol 8 No 1 (2023): MARCH Vol 8, No 1 (2023): MARCH Vol 7, No 2 (2022): September Vol 7, No 1 (2022): March Vol 6, No 2 (2021): September Vol 6, No 1 (2021): March Vol 1, No 2 (2016): September Vol 5, No 2 (2020): September Vol 5, No 1 (2020): March Vol 4, No 2 (2019): September Vol 4, No 2 (2019): Jurnal Civilla Vol 4, No 1 (2019): March Vol 3, No 2 (2018): September Vol 3, No 1 (2018): March Vol 2, No 2 (2017): September Vol 2, No 1 (2017): March More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Rio Rahma Dhana

Contact Email
riorahma@yahoo.co.id

Phone
+6281515602211

Journal Mail Official
tekniksipil.unisla@yahoo.co.id

Editorial Address
Jl. Veteran No. 53 Lamongan

Location
Kab. lamongan,

Jawa timur

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Rio Rahma Dhana

Contact Email riorahma@yahoo.co.id

Phone +6281515602211

Journal Mail Official tekniksipil.unisla@yahoo.co.id

Editorial Address Jl. Veteran No. 53 Lamongan

Location Kab. lamongan, Jawa timur INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Rio Rahma Dhana

Contact Email
riorahma@yahoo.co.id

Phone
+6281515602211

Journal Mail Official
tekniksipil.unisla@yahoo.co.id

Editorial Address
Jl. Veteran No. 53 Lamongan

Location
Kab. lamongan,

Jawa timur

INDONESIA