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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.
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Articles 7 Documents
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Search results for , issue "Vol 2, No 2 (2017): September" : 7 Documents clear
ALTERNATIF PEMILIHAN LOKASI BANDARA DOMESTIK DI KABUPATEN LAMONGAN Gadik Cahyanto; Zulkifli Lubis
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.v2i2.75

Abstract

Lamongan regency is a regency in East Java province and enter the strategic area of development of Kertasusila Gate, Juanda Airport development discourse began to be raised to the surface. Was triggered by a prediction in 2019 which mentions Juanda International Airport experiencing passenger and flight density, coinciding with AFTA in 2015 which is an ASEAN Open Sky program held in ASEAN. East Java Provincial Government puts the plan into East Java Provincial RTRW 2011-2031. The airport development in Lamongan Regency has also been included in the document of East Java Province Transportation (Tatrawil) in 2012-2032. Therefore it is necessary to determine the location of the airport in Lamongan Regency. This Research In accordance with KM No. 20 Year 2014 Minister of Transportation on the procedures and procedures for determining the location of the airport then the feasibility of determining the location of the new airport is based on 2 aspects of feasibility in use to confirm the variables that affect the determination of alternative locations in Lamongan regency namely the administrative and technical aspects. Based on multi-criteria analysis then selected alternative location in Paciran village South axis on the left side of the direction from Gresik City to Tuban. Based on analysis and observation overlay obtained airport matching location is in Paciran district with coordinates 6º53'09.13 "S, 112º 22 ' 19.31 "T (Elevation 7m, eye height 5.75 km).
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (108.275 KB) | DOI: 10.30736/cvl.v2i2.76

Abstract

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  
PERBANDINGAN BIAYA DAN WAKTU PEKERJAAN DINDING PASANGAN BATA MERAH DAN BATU KUMBUNG PERUMAHAN GRIYA PERMATA INSANI Mashudin Mashudin; Rasio Hepiyanto
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 | Full PDF (358.663 KB) | DOI: 10.30736/cvl.v2i2.77

Abstract

Contruction expanded rapidly and spread in Lamongan, from fairly simple residential contractor to large developer continuing to explore in building construction. This research aims to know the comparative costs of wall job using material white brick and red brick based on analysis of a contractor with the methodof 2017 SNI job and time of wall job white brick  and red brick per m2 using method Daily Record Sheet that is by direct observation and recording work time couples wall field. The result of the research conducted is found the cost of work required for couples wallwhite stone per m2 using analysis of contractor is Rp. 66.020,-/m2 and a pairof red brick wall is Rp. 75.020,-/m2. The cost of the work required for the pair of wall stone kumbung per m2 based on SNI method 2017 is Rp. 109.910,-/m2 and pair of red brick wall is Rp. 113.100,-/m2. After the comparison then it can be inferred that the couple wall using white brick cheaper than the pair of red brick wall, but the difference is not too significant is Rp 9,000,-per m2 with contractor method and IDR 3,190,-per m2using SNI 2017method. The time it takes to complete the job of couple wall using red brick per m2 is 0.445 hours/m2, whereas the time required on the job of couple wall using white brick is 0.324 hours/m2. So the job of  the couple wall using white brick more efficient 0.121 hours/m2 compared with red brick wall.
PENGARUH PENAMBAHAN SERAT PELEPAH PISANG PADA PEMBUATAN PAVING BLOCK K-175 Abdus Salam; Sugeng Dwi Hartantyo
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.v2i2.73

Abstract

Pavingblock is one of the building material is used asthe top layer of the road structure other than asphalt or concrete. Today, many consumer preferring paving blocks compared to other pavement such as concrete or asphalt. That effort to improve the properties of the less good than paving blocks (eg, less tensile strength and brittle nature) can be done by adding fiber to mixing. One of the natural fiber used are banana midrib fiber, the use of banana midrib fiber as composite materialis a good step to reduce the pile of banana skins were strewn in the garden and also to raise the economic value of banana. The test object to be created is a test object with a mixture of 1: 3 with FAS 0.30 by compaction use manual / conventional, manufacture of each test specimens 3 pieces of normal test specimen without additives followed by paving block with material added together banana midrib fiber from 1% - 5% of the weight of cement used. Results of each - each of specimens have been tested for compressive strength of the test specimen normal to the specimen with additional fiber material as much as 5%. Averages compressive strength calculation results in a sequence of test specimens N, 1%, 2%, 3%, 4% and 5%, ie 224.20 kg / cm2, 192.73 kg / cm2, 119.97 kg / cm2, 98.33 kg / cm2, 78.67 kg / cm2, and 72.77 kg / cm2.
PENGARUH AIR PDAM, LAUT, COMBERAN PADA PROSES CURING TERHADAP KUAT TEKAN BETON Fc 14,53 Mpa Richo Dwi Saputra; Rasio Hepiyanto
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 | Full PDF (298.229 KB) | DOI: 10.30736/cvl.v2i2.78

Abstract

Concrete is a mixture of concrete forming materials, namely: fine aggregate, coarse aggregate, cement, and water. Each concrete construction always be able to show its function, ie strength and endurance during the planned life. Therefore, in this research concrete treatment is known to increase the concrete but also need to know how long the concrete treatment is good Only requires water from the loss of water experienced. Thus the research is conducted to find out how much the influence of curing process uses sea water, PDAM sewage toward to the strength of concrete press. This research was conducted with the use of 3 types of water that is water PDAM, sea water, sewage. Cylindrical tests specimen with diameter 15 cm and height 30 cm. Each sample is made of 3 specimens by the age of 7 days. The value of compressive strength in PDAM water, seawater, sewage successively at the age of 7 days is 13,522 MPa, 8,759 MPa, 10,296 MPa. The value of compressive strength of Water PDAM at 7 days has increased compared to the compressive strength value of seawater and sewage, while the value of compressive strength of seawater has decreased compared to the rising sewage. So it can be concluded that the value of the highest compressive strength is water PDAM at the age of 7 days.
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.
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.

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