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Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan
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
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PERBANDINGAN ESTIMASI ANGGARAN BIAYA DENGAN METODE SNI DAN BOW Mahardika Rahmawan Putra; Nur Azizah Affandy
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i1.41

Abstract

The  concept  of  drafting  the  Budget  Plan  (RAB)  project  is  done  based  on  an  analysis  of each constituent component  for every  work items on the entire project. This calculation analysis use two methods, SNI method and BOW method. This calculation uses the analysis of unit price in 2016.  From  the  calculation,  the  analysis  of  unit  prices  in  the  construction  of  religious  ministry office  in  Lamongan  Regencyshows  that  the  budget  estimation  using  SNI  method  is  more economical.  SNI  method  has  more  economical  budget  in  the  amount  of  Rp.  709,743,313.65 compared to BOW method, amountedRp 1,759,104,217.65. The difference of those two methods is Rp.  1,049,360,904.  This  result  occurs  because  the  coefficient  for  SNI  method  is  lower  than  the BOW method.
Pemanfaatan Limbah Keramik Sebagai Pengganti Koral Padacampuran Beton Mutu Tinggi Suwarno Suwarno; Fauzie Nursandah
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.v4i2.373

Abstract

Beton merupakan komponen yang cukup penting dalam suatu bangunan. Namun penggunaan bahan pembuat beton yang digunakan secara terus menerus akan menipis maka diperlukan bahan baru yang dapat menggantikan bahan utama tersebut. Salah satunya pemanfaatan limbah keramik dalam system konstruksi merupakan inovasi untuk manfaatkan limbah keramik yang sering menimbulkan masalah bagi lingkungan. Seringkali limbah keramik yang tidak terpakai dibuang begitu saja. Campuran beton mengunakan metode SNI 03-2838-2000. Kuat tekan yang direncanakan adalah mencapai K-300. Pecahan limbah keramik digunakan sebagai bahan pengganti parsial agregat kasar koral dengan variasi sebesar 0%, 25%, 50%, dan 75%. Dalam penelitan kali ini dapat mencapai kuat tekan K-343 pada Penambahan limbah keramik sebanyak 25%. Kuat tekan rata- rata pada penambahan limbah keramik pada variasi adalah (0% :329,259), (25%: 342,374 ), (50%: 312,703 ) dan (75% : 282,267). Penambahan keramik mencapai hasil paling optimum pada saat penambahan limbah keramik sebanyak 25%.
ANALISIS STRUKTUR LAPISAN BAWAH PERMUKAAN DENGAN METODE GEOLISTRIK DALAM PERENCANAAN PONDASI Meriana Wahyu Nugroho; Fatma Ayu Nuning Farida A; Khodijah Maya
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 | Full PDF (559.539 KB) | DOI: 10.30736/cvl.v3i2.262

Abstract

The purpose of this study was to determine the structure of the subsurface at construction site Campus Rector Building B University Hasyim Ashari. Information subsurface structure used as the initial study foundation design. The research was carried out with resistivity geoelectric method using a resistivity meter. Interpretation of the track point J.01 - J.02 - J.03 known subsurface water dominated by basalt rocks, and discovered the hard ground at a depth of 12 m for planning the foundation beams, while on the track J.04 - J.02 - J.05 dominated by conglomerates and basalt rocks, and discovered the hard ground at a depth of 7 m to pile foundation design.
SUBSTITUSI FILLER PADA CAMPURAN ASPAL DENGAN FLY ASH DAN SERBUK BATU BATA Mohammad Zainudin Abdillah; Dwi Kartikasari
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 3, No 1 (2018): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v3i1.219

Abstract

 Asphalt concrete wearing course as a wear layer in highway pavement layer, Is the top layer in flexible pavement. In this research will be discussed on the use of Portland cement filler as a reference to compare filler replacement with fly ash and powdered brick with 100% fly ash, 100% powdered brick and 50% fly ash: 50% powder brick. The first step after the aggregate testing, the asphalt and filler material to be used, followed by the manufacture of the specimen with the specified asphalt content. After obtaining the optimum asphalt content for each different filler variation, a Marshall test was performed to obtain flow stability and density values. In this research we get the optimum asphalt content value of 5,5% for each specimen. The result of this research mixed with good quality using 100% Portland cement filler stability value of 112.19 kg and the lowest using filler 100% fly ash but the result still meet the specifications of clan. While the MQ value with 100% filler of brick powder under specification of Bina Marga is 213. So it can be concluded that a good filler for asphalt concrete wearing course mixture is with Portland cement.
PENGARUH PENAMBAHAN ABU JERAMI PADI TERHADAP KUAT TEKAN BETON Adytia Eko Sutrisno; Dwi Kartikasari
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 2 (2017): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i2.74

Abstract

Cement is one of the main ingredients in the manufacture of concrete. The raw material is used in the manufacture of cement are limestone, silica sand, clay and iron sand. Cement is a material made of material that belong to natural resources that cannot be renewed, so that the raw material inventory of cement in nature is getting less. Continuous mining of cement raw materials has an impact on natural damage. It encourages the discovery of alternative materials as an additive to the manufacture of concrete. The method of data analysis begins with the investigation of cement material, coarse aggregate, fine aggregats and rice straw ash. Concrete is added with rice straw ash with variations of 0%, 5%, 10%, and 15% additions. The test specimen are cylinders with size ø 15 cm x 30 cm and the planned compressive strength is 14.5 MPa. After going through the treatment period for 7 days, the value of compressive strength is then correlated to the age of 28 days. Based on research that has been done at Civil Engineering Laboratory of Islamic University of Lamongan, it is found that there is a decrease of strength on each addition of ash straw content of paddy. Use of rice straw ash in concrete mix with variation of 0%, 5%, 10%, and 15% addition of The weight of cement has an impact on the decrease of concrete strength value. The compressive strength values obtained at the age of 28 days are 18,440 Mpa, 15,366 Mpa, 13,948 Mpa, and 12,530 Mpa.
Tinjauan Ketersediaan Jalur Evakuasi Bencana Pada Bangunan Gedung Rektorat Universitas Teuku Umar Edi Mawardi; Samsunan Samsunan; Risma Ramadhan
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 | Full PDF (228.722 KB) | DOI: 10.30736/cvl.v4i2.379

Abstract

A disaster is an event or series of events that threaten and disrupt people's lives and livelihoods caused by both natural and non-natural factors as well as human factors. Disasters can result in human casualties, environmental damage, property losses, and psychological impacts. Disasters are categorized into 3 (three), namely natural disasters, social disasters and non-natural disasters. The purpose of this study was to determine the availability and completeness, conditions and suitability between the use and function of the rescue path in the Teuku Umar Rectorate Building Building based on applicable regulations. The research method used is a quantitative method. The data used are primary and secondary data, taken by distributing questionnaires, observations and direct observations. Questions through the questionnaire were processed using SPSS-23 software. While the data from the results of observations and direct observations, are processed through analysis of descriptions in accordance with field results. All valid questions have a correlation value greater than the value of the product moment / r table 0.361. The results showed that the availability and completeness of the rescue path at the Teuku Umar University Rectorate Building had not been fulfilled for social functions as a campus building. The condition of rescue in Teuku Umar University Rectorate Building is still very minimal, and the causal factor is constrained due to the lack of understanding of the policy of the Minister of Public Works Regulation No. 26 / RPT / M / 2008 regarding the Technical of the Rescue Facility System in Buildings and the Environment.
ANALISA PRODUKTIVITAS TENAGA KERJA HARIAN DAN BORONGAN PADA PROYEK RSUD DR. SOEGIRI LAMONGAN M. Arif Surachman; Prima Eko Agustyawan
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.v4i1.312

Abstract

In the world of construction services, labor productivity is one of the critical success factors of a development project. In measuring the level of labor productivity there are various ways, one of which is to examine thelevel of LUR (Labor Utilitation Rate) of each worker, which examines to what level of effectiveness of workers in the work. The magnitude of the level of labor productivity is influenced by many factors, such as age, work experience, education level, wage conformity, number of family dependents, worker health, inter-worker relationship, managerial and work group compositionThe research was conducted in Dr. Hospital's development project. Soegiri Lamongan. The research was conducted by observing the productivity level of 20 workers and accompanied by filling the questionnaire. Observation of productivity level (LUR) conducted for 3 days on each worker. From the results of data collection, both productivity data and questionnaires performed data processing process with the help of MS program computer. Excel.From the analysis of data that has been done can be seen that the level of productivity (LUR) of the average worker on brick work in the building project Dr. Hospital. Soegiri of 75.83%, it means quite productive because more than 50%. Variables that have been determined in fact significasinya <0.005 (sig required) then the simulatan have an effect on the level of productivity.The predetermined variable that is age, work experience, education level, wage appropriateness, number of family dependent, worker health, inter-worker relationship, managerial and work group composition simultaneously have a significant influence on the productivity of the masonry work. Partially or individually variables that have a significant influence on the level of labor productivity is the variable age and work experience variables.
REKAYASA JOB MIX BETON RINGAN MENGGUNAKAN HYDROTON DAN MASTER EASE 5010 Agata Iwan Candra; Eko Siswanto
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.v3i2.258

Abstract

Concrete is a composite building material that functions very widely in the field of construction. This object is quite environmentally friendly in its application, because its existence can reduce the use of wood in the world of construction construction. But the size of the excess weight that is owned by the concrete structure when compared with wood is still less efficient, especially in the application for building construction with a building height of more than one floor. lighter.On this occasion we tried to use a number of aggregate combinations to design a lightweight concrete formula mix design to match the specified spec. The composition and aggregates that we use are type I portland cement, Master Ease 5010 additive, Hydroton, Batu Gombong as coarse aggregates and sand which are used as fine aggregates. Hydrotonini has hard and light characteristics. Shaped like spheres - small spheres measuring 1 - 2.5cm, usually used as alternative planting media in general. With such characteristics Hydroton is considered able to be used as a coarse aggregate substitute in the manufacture of lightweight concrete job mixes
PERENCANAAN SISTEM PENYEDIA AIR BERSIH IKK KARANGBINANGUN Sholeh Sholeh; Nur Azizah Affandy
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 2 (2017): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i2.79

Abstract

Water is a basic human need. The effect of water is vast for life, especially water for cooking and drinking. Karangbinangun district does not yet have a good and clean water supply network system. In the effort to provide clean water, distribution network is important. Because this distribution network that distributes from production installation to the community. The purpose of this research is to know the planning of clean and good network system for Karangbinangun district and To know the average amount of water demand needed by the people of Karangbinangun district in the next 10 (ten) years.  The research methods using two methods, namely data collection technique, and data analysis technique. Data collection technique was conducted with primary survey and secondary survey. As for data analysis processed using the relevant empirical formula, without changing the authenticity of data. Prediction of population In Karangbinangun district in 2026 is 17420. And from the calculation of planning can be known service of clean water requirement in Karangbinangun district in year projection 2026 minimum required debit is 1,443,818,38 lt / hr or 60,159,10 lt / jm = 1,002.65 lt / mnt = 16,71 lt / dt = 0.02 m3 / s. From the calculation result is known pipe diameter of 150 mm, and pump spesification Q = 16,71 lt / dt and Head of 27,9 m or 30 m, for planning of water supply system IKK Karangbinangun.
PENERAPAN GENIUS LOCI PADA PEMUKIMAN MASYARAKAT NGADAS TENGGER MALANG Hammam Rofiqi Agustapraja
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i1.42

Abstract

Settlement is a human living environment that has distinctive characteristics and serves as a place,  space,  and  container  for  the  growth  and  development  of  human  culture  as  part  of  the residential  community.  If  in  a  permukinman  community  has  undergone  changes,  growth  and development, it will certainly have an impact on the human being that is part of the community. The elements of settlement include the spatial pattern formed on the micro scale to the macro scale (village) is strongly influenced socio-cultural factors of society.

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